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Plans (92) kJJ STA\ DARD HEEL E\ D 2v - 6 °° E2VE TRUSSES HAND FRAME AREA % 1 V 1 N. f) – N THESE WALLS SHOULD BE FRAMED fl ilk m m R AT 3' -8-3/4" PLATE HEIGHT DIFFERNCE Funk m m ' Al IN ORDER FOR THE PLANE IN FROM BELOW R2I m m `1� (` TO WORK. R2 k �{ _ •r 11.2'•4 1 I ' yl V I I I j I _ fl I, I _,�N BMS �t E m CO 11 isoGar .� I,,w IDOjF- 1 C7GII-- II .© / R2 1 O¢ I J„ 1 II IOi J L.1_ "*---L1-----*' '- N--mss L -' af,, Iz,, I. I¢o —L Ell In �l� BO BE 3-'8-3 HUGH _I N it.-. J �� mid _ 1 w .z Im �. L.,..„..„ — N�j O O 0 C oco Z —`�� N N —11m v Cf)Lfl I ^ I J-I I HEM BERM BY BUILDER J(V HERE RE UIRED H~ y 2 Z} 1 m 0: d co CO V I N W Lu N3 SSKYLI T AREA Co 13 Lu N2 II, + LG _J O>-CO 3LL>- N1 / 'I I ,1 HG O'UHJ �} 0_ CC'J N , D [ CL3>C7 • cqnm NG SII ; G MG w 1 fl2 '� 1 ' IRI N O Ul J] R2 I n n E NW 1 n m m m, i FM c. X 1'1 U v' R +-Q Q alC A - 1 mNIIMI 82 m 1 � �' 1 o as R 3 CC 07 cn 44 K 11!1 AU 1 61 I I ' I 9' HAND FRAME JOB N0: THIS AREA DUE TO MANY SKYLIGHTS 0416154 PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VPZ7175Z0120085454 Truss Fabricator: Truss Components of Oregon Job Identification; Model Code: 0416154--PARR LUMBER-HILLSBORO - IRC Windwood Mas 1245 Snd Hee -- Truss Criteria: 1 RC2012/TPI-2007(STD) VERIFY VERIFY Engineering Software: Alpine �r4 p pRpFF Truss Design Loads; proprietary truss analysis software. Version 16.01. Roof - 42 PSF @ 1.15 Duration ` Floor - N/A tt�� 14859�9'. Wind - 120 MPH "' r (ASCE 7-10-Closed) ifti Notes: 1. Determination as to the suitabilityof structure is the responsibility these truss components for the �Re '4.0.7� �9g9 �, record, of the building designer/engineer of �gMw.C�p4� 2. As shonaondattachednT ' 1. --- Renews:12/31/2017 drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-HIPFRAME- • Submitted by CWC 08:53:30 04-20-2016 Reviewer: CWC $ $ # Ref Descri .tion Drawin.# Date 1 91441_-NG 2 91442-_N 16111016 04/20/16 # Ref Description 3 91443--N1 16111050 04/20/16 39 91479--DG 61110 1Date 4 91444--N2 16111017 04/20/16 40 91480-_D 161110700 04/20/16 5 91445--N3 16111018 04/20/16 41 91481-_D1 16111032 04/20/16 6 91446--N4 16111019 04/20/16 42 91482--CG 16111033 04/20/16 7 91447--N5 16111020 04/20/16 43 91483--C 16111034 04/20/16 8 91448--N6 16111021 04/20/16 44 91484--C1 16111035 04/20/16 9 91449-_SG 16111022 04/20/16 45 91485--EG 16111036 04/20/16 10 91450--S 16111023 04/20/16 46 91486--E 16111037 04/20/16 11 91451-_S1 16111024 04/20/16 47 91487--E1 16111038 04/20/16 12 91452-_S2 16111067 04/20/16 48 91488--E2 16111039 04/20/16 13 91453--S3 16111051 04/20/16 49 91489-_FT1 16111040 04/20/16 14 91454--S4 16111052 04/20/16 50 91490--FT2 16111041 04/20/16 15 91455--L2 16111053 04/20/16 51 91491--FT3 16111042 04/20/16 16 91456--L1 16111054 04/20/16 52 91492-_A 16111043 04/20/16 17 91457--L 16111055 04/20/16 53 91493--A1 16111044 04/20/16 18 91458--K1 16111056 04/20/16 54 91494--A2 16111045 04/20/16 19 91459--K 16111057 04/20/16 55 91495--A4 16111046 04/20/16 20 91460--KG 16111058 04/20/16 56 91496--A5 16111047 04/20/16 21 91461--MG 16111059 04/20/16 57 91497-_A6 16111048 04/20/16 22 91462--�G 16111014 04/20/16 16111049 04/20/16 23 91463--J 16111066 04/20/16 24 91464--JGp 16111068 04/20/16 25 91465--HG 16111060 04/20/16 26 91466--IG 16111061 04/20/16 27 91467--GG 16111025 04/20/16 28 91468-_G 16111026 04/20/16 29 91469--OGA 16111069 04/20/16 30 91470--OG 16111062 04/20/16 31 91471--QG 16111063 04/20/16 32 91471__Q 16111064 04/20/16 33 91473--FG 16111065 04/20/16 34 91474__BG 16111027 04/20/16 35 91475__6 16111028 04/20/16 36 91476--B1 16111029 04/20/16 37 91477_42 16111030 04/20/16 38 91478-42G16111031 04/20/16 16111015 04/20/16 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 DF-L #1&Bet. Bot Chord 2x6 HF SS VERT FY VERT FY, OR - NG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Webs 2x4 HF Std/Stud 2 COMPLETE TRUSSES REQUI RED Special I oads 2 I Schedule:O. 120"x3",U l LI oadr Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Top Chord: 1 Row 19 0 „mi ne nai I s TC- From Bot Chord: 1 Row @ TC- From 71 71 pl f at -2.50 to 71 pl f at 7.94 9.75" o.C. TC- From 36 plf at 21.06 to 71 plf at 21.06 Webs 1 Row TC- From 36 pl f at 25.06 Use equal spaci n4„ o•c. BC- From 71 p1f at 25.06 to in each row to aood between rows e and stagger 4 pl f at 71 PI f at 35.50 nai 1 s BC- From -2.50 toat 4" o.c. spaci ng of nai I s BC- From 14 I f at 0.00 to 14 pl f at 2 .0.00 grain requi red i n area overrpeardi nusar and para)I el to BC- From 7 plf at 21.06 to 9 greater than 4" BC- From I b4Conf at 33.00 to 4 pl f at 33.00120 L= mph wi nd, 15.00 ft mean h t, BC- 2181.20 I b Conc. Load at 25.11 4 PI f at 35.50 anywhere i n roof, RISK CAT I I g EXPSBE 7-10, Load at 21.06 DL=4.2 psf. wind TCLDLE6.D pl d9' Located BC- 297.63 I b Conc. Load at 23.00,25.00 psf, wind BC BC- 112.3704 Ib Conc. Load at 27.009Wind loads and reactions based on MWFRS. BC- 105.94 I b Conc. Load at 29.00 BC- 100.03 Ib Conc. In lieu of structural Load at 31.00 JT PLATE OC. panels use purlins to brace all flat TC No SIZE SHTFTAL CHORD 24 [ 6] W1.5X4 SHIFT BI TE Bottom chord checked for 10.00 psf non-concurrent bottom chord live [10] W5X5 S 2.75 I oad applied [11] W3X5 1.75 R 1. 25 per IRC-12 section 301.5. [17] W3X5 5 1.25 Deflection meets L/360 live and L/240 total load. Creep increase [18] W5X51.75 1.25 factor for dead load i s 1.50. [22] W1.5X4 L 2.75 2.75 6X6= 3X5[11]= 1. 5X4 III 3X5[17]- 6X6=-- �I. IINNEIN•Nm.....7mm,„„,,,,,c,..................... .ms:4 r- � 4 T, immemonomminia 4X12(A7R)- 1. 5X4[6] III 5X5 10 3X10-==- 2-11-11 ( )_ [ ]----- 3X10= 9-0-0 1. 5X4[22] III R) �2-6-0�LL H0510----- 4X12(A7R) f�7-11-4 5X5[18] 4-0-0--+-4-6-12-- 4-6-12 `2-6-OJ 7-11-4 17-1-84-0-07_11-4� 7-11-4 33-0-0 Over 2 Supports R=2698 U=59 W=5.5" R=4105 U=119 W=5.5" PLT TYP. 20 Gause HS,Wave Desi gn Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon ( 825 N 4th Ave,Cornelius OR 971137 118 "WARM NGI•• FT/RT=2°G(0%)/4(0) mves "III?GRTAnf•• NEgp ono FOLLar ALL /R d Is 16.01.00. the I atesire�ul re a treme care i I ffabrrii ca t�5 WING ng ALL CO I ne TY. 1 TC LL 1/ 2 IANWI NG! di tion of SCSI (Gum I tlI ng Co ng• handl I n LONI NG TME 1 _ _ platest nged these fu mponent Safet I ormation Ins tel lla WS _ to,41411114 oP chord sngll haveproper!nct,ons. Installs s shall v Iettemporar, by TPI pe tl brat lngT� tc a � z• •�� OR/-/1/-/-/R/-/ /R/ al i de and A�� tlogie Irina or 1310, s„ownttached strruucturalPSheath ngtemporary bracmn lI phave apropss epra tltesf �� EF R7175- 91441 ALPINE , 5 0 PSF Sc e 1875"/Ft. A ,1� tl ons ES, as permanent lateral o each fa I�ftto'n trchuss and Thal l(ost tion aUnl aoproperl�ove and on I`V1 II L�_� the mol nt ei B Bno• �ee9ll I cabl e. Apply plates to each face of s g instal above attached 14859�9 B C ngs netal ls, less °theism se. Z forSstandhrve latera DL 10.0 PSF DATE Alpine, a dl vi sl on ofRefer to drawl sha 160A-Z for standard pl b r shown above r thi AN ITW CO tlrawl ng. i vo fab l urs I of oui I tll rig Components Group Inc. seal l and MM4NY Instal 1 atm on'bracm nto build the trust I n conformance wi th ANSI/TPI ,, post tl ons CDL 7.0 PSF 04/20/16 9 trusses o[be responsible for any tlevi atm on Prom this A seal on Mrs drawl °r for nandling, t„, � DRW CAUSR7175 16111016 8351 Rovana Circle 11,111 ty sol el ly'Ntbrover �I I stl ng tM a drawl 9' the desi BC LL 0.0 PSF CA-ENG Sac CA 95828 Putsl bl I I ty of the WNl l el Ig Uesl9gtlesrja�a+SNI�rvi titi.�s�nuse of t i s drawl sl oral .nyl near'nil 'f • q CWC/CWC Sacramento, For more Informatiens anystructure Is the '9/ C,> >9a Q� TOT. LD. 42.0 PSF ON- ALPI NE: w.vw.al pl neI tw.tom; TPI: wwwt t'pl nstborg o WTCA:°te s page antl these web sues: �r' Q 34010 bcindustry ceo IGG lacsafe ort '�NYY.GNQ' DUR. FAC. 1. 15 FROM BB c=1' - i I 7 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 HF #2 Bot Chord 2x4 HF #2 VERIFY VERIFY, OR — N) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TIED BY TRUSS MFR. Webs 2x4 HF Std/Stud :W3, W5 2x4 HF #2: 120 mph wind, 15.00 ft mean h t, In lieu of structural anywhere in roof, RISK CAT II9 ASCE 7-10, CLOSED bld , OC. panel use urlins to brace alI flat TC c DL=4.2 psf. EXP B, wi nd TC DL=6.0g Located a P 24" psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied desi gn. 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 P _ Ct=1. 10, Ce- factor for dead I oad i s 1.50. 1.10, CAT I I & Pf=21.17 psf. 9 25.00 psf, JT PLATE LATERAL CHORD No SIZE SHIFT BITE £121 W3X7 S 1.25 5X7- 1. 5X4 - 1.5X4111 5X7- :e T 4 _ e ,,,iiiiiiillii , Ill _...iiiiiii, __, 4 1.5X4= 3-7-11 3X10 B1 ---F--- •� ( ) 3X5- 3X7[12]_ 3X5---- � 9-0-0 �2-b-0� 4X5= 3X10(61) 5-4-8 4-6-12 9-11-4 6-6-12 6-6-12 L2-b-0� 9-11-4 6-6-12 6-6-12 4-6-12 5-4-8 13-1-8 9-11-4 9-11-4 33-0-0 Over 2 Supports R=1592 U=2 W=5.5" RL=68/-68 R=1592 U=2 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon 825 N 4th Ave, 503)357-'118 FT/RT= Cornelius O 97113 **IMPORTANT...WARM FURNISH •• 2%(Q )/4( 16.01.00. the PURNI SN THI SDDRAWING AND FaLOM'ALL NOTES ON THIS DRAWING! Q requl re extreme care In Nabil DRAM NG TO ALL CONTRACTORS INCLUDING ) _ ow [h latest edlflon of eme ar cato, handl in E INSTALLERS. • LL 1/ 25 D PSF to performing thhav functi ons.Blltlnstallshall g shl ppi ng I^statllnng and bract^ „AilliNtop chord shallgersComponent Safety Ieftrmpoion, by TP/ and N CA)csi for safety I Refer e properly attached structural psheath temporary bo bracing persalI a aesro [o ALPINE (I rl�aid eel ling. or B10, ons by Infpracotices pnd ll .4��A s tions B, ssh°w^for permanent lateral 9 tl bottom hord hall have o[ed the wiser �wa`� DL SF R7 ILI,__J I`vlllr�`�-.7-, TC ca e 1875 �' REF 175 see Joi nt netal l o, B10, a app!Iccabl e. e acal nt owebs prhown a attached 14659�'Y ' TC 10 0 P 91442 I ss o ed thenyls. y pl rtes toe a face f shall have brad ng Ins tat l ed r Al pl ne, a di vi sl on of 1 TWn Refer ra drawl^ tGGA truss and poll ti on a shown aboveer BCon ga z for tandard plate DATE 04/20/16 AN ITw drawl ng, rus es h Components Group In shall posh ons. ' - BC DL 7.Q PSF ^y failure to bol I the truss in conformance wl th ANSI/TPI 1 �M�NY Installail on R bract ng of trusses. not be responsl ble for \ on r for Hoodoo."snde�Iatlon from mis • DRW AUSCR7175 16111050 e:oal nl l I s solelydrawl op pfoor tax pgs I I stl ng, o PPI e •- BC LL 8351 Rovana Circle rezppnyl billdesignshoe.. �}gsaulrtapl l Ly nig ulna acceptance of profess!o,,..l .p,I ha.rl p, 0.0 PSF CA-ENG Sacramento,CA 95828 ty or the eullalrp Dell v ana use of hila drawing for 9/� 'FC)� 1989 Q4�� TOT. LD. WC/CWC ever per ANSI/Tpi I Sec.2. am structure I:the42.0 PSF For more infpomyti ons this Jobs general notes pa SEAN- 34012 ALPINE: www.al pi net tw. TPI: .ops nit.org: WrCA: bci^dust these web sites: /4A/1N,CO DUR. FAC. 1. 15 ry.tom; ICG www.i ccsafe.erg FROM 1 V Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154—PARR LUMBER- Top chord 2x4 HF #2 HILLSBORO -Wlndwood Mas 1245 Snd Hee Bot Chord 2x4 HF #2 VERIFY VERIFY, ORHI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTEp BY TRUSS Webs 2x4 HF Std/Stud Ni)N7) 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, I n lieu of structural anywhere i n roof, MFR. OC. panels use purlins to brace all flat TC c DL=4.2 psf. RISK CAT II, EXP g CLOSED bldg, Located wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 24 Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 Sectionp301.5n concurrent bottom chord live design. Truss desi ned for Deflection meets L/360 live and L/240 total load, Ct=1. 10, a unbalanced o1psd based on P _ psf, Ce=1.10, CAT I I & Pf=21.17factor for dead I oad i s 1.50. 9-25.00 Creep increase 5X5= 3X5- 5X5= 3X5: 4 T,_ liMI 3X5s _ r 1. 5X4111 .. . - g... 4 3-11 3X10(61)= 3X7- 4X5- 3X7- 1. 5X4111 74 , 9-0-02-6-0J 2-6-0J 3X10(61)- 6-4-8 5-6-12 4-6-12 4 6-12 5-6-12 6-4-8 5-6-12 X2_6_0.1 11-11-4 9-1-8 5-6-12 6 4-8 9-1-8 6-4-8 11-11-4 33-0-0 Over 2 R=1628 W=5.5" Supports RL=77/-77 R=1628 W=5,5" PLT TYP. Wave Desi TmssComponentsofOre on gn Cri t: I RC2012/TPI- 825 N 4th Ave, S (503 357-�118 FT/RT=2ry pa) ` ) OR 007(STD) Comeltus 0 9713 ""WARNI NGI++READ,�F D o / 0 eTrussee ••INp0RTANT•• FURNISH THIS DRAWING TO ALL NOTES ON THISC 4( T 16.01.00. th ;at s requi re extreme care i n fabrl cats '°"" _ QTY. 1 _ 1/_ _ - st dl ti on of Dcsl (Bui I di n CONTRACTORS INCLUDING to perform]ng these functl ons. g ComPon�{hantll I ng. shl ppi ng. 1 nstal 1 a top chord snail Installers hal lSafety In£ormatl on an b have properly attached nstal psovi de temporary by TPI per WTCSI U INSTALLERS. thl ng (J (''� ReFer[o a ALPINE 71� sect,ens elIIn9 Locations shown for a rmanentuIal heaves Y ebb sh PIs Bl afroptalI ached T REF R7175- 91443 IIILUUIrr=--JJJ t�F� . •, OR/ / nd 7.1:`'w S F TC LL / /R/ Scale 1875 Ft N� tion 87 or Rn O, as t lateral and gotta chord have soPerly`a the Jol nt Details, less aPPllocabl e. acai nt ofwebshall h IP Thee rwl 1-r"- noted for pe sasply plates toe h face of 'tel have bracing Instal above r g� /f. C Al pi ne, a di vi sl on of I Refer to drawl truss Sc `� 146 J 9�� and pnsitinn asCDL 10.0 PSF DATE 04/20/16 AN BTW COMPANY !Inswl ng, any failure to bul Rulldi rg Components Group Inc. sha11160A-Z for standard plate shown and o tai l as on R braci n d mI truss i n e not be r pose n ons. 114,411210$0.--• r BC DL • 9 Pf truss s con with AN51/TPI 1, or for hantllforinga A■�I e11 Mia A ns tlevlation from this 7.0 PSF 8351 ROYMy CVCIC �..l Ibll Iie.pfj 'g Or ete p.p!i atl hl PPI nq, R Ponsi bill ty or the roc the afDe Rn r elri°NS aTPI 1 IMl rtes.ce .,,._,�. BC LL 0.0 PSF np RW CAUS 7175 16111017 Sa8351 Rt0,CA,rete NIII I tll np Desi Ener ul tabl f i tr.nd uy. r thl s ere.lt proAssl oryl .Ipl neer? CA-ENG CWC/CWC Fel mor pe AThe eel t Seo.z. n8 r any stttret5re ieh. 9 ^C, 8 �' TOT. LD. ALPINE: a In£oc tion see this fobs �1.�` 7t 19 9 !4 42,C .al pl nei tw. Tpl_ general notes these web V- Q PSF SEAN- 34015 tpl net.org: WTCA: www.sbcl ndus and corn: ICC:sI tee: www.iccsafe.Prg Z'dA/w,GHp4 DUR. FAC. 1. 15 FROM BB SPACING 24. 0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - N2) Top chord 2x4 HF #2 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC In lieu of structural panels use purlins to brace all flat TC c 24�� WDL=4.2 psf. OC. d si loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Decortior meets oad6i 11.5 and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X7= 5X7= i 3X5:40411111 e—�.1 3X5 T 4 N4 4-11-11 3X10(B1)= 1. 5X4111 3X5= 3X5= 1. 5X4 III 9 0-0 1) 1.2-6-0-13X7--=-. 3X10(61) r 7-4-8 6-6-12 , 1.2-6-0-15-1-8—�---6-6-12-----> F 7-4-8 13-11-4 5-1-8 13-11-4 33-0-0 Over 2 Supports R=1687 W=5.5" R=1687 W=5.5" RL=86/-86 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)357-'118 "WARNI NGI* FT/RT=2%(0%)/4(0) 16.01.00. •825 N 4th Ave,Cornelius OR 97113 ••1ImoRTANr• *READ AND FOLLOW ALL NOTES ON THIS LUDINNGI �-C��T1ti�QTY: 1 TC OR/-/1/-/-/R/-SH TRIS 11RAN1 NG TO ALL CONTRACTORS INCLUDING THE I NSTALLEAS. � — Trus regui re a In fabricating, handl Ing, shI the latest edl ti eseon ofuncti c<eulltlin C PPi ng. Installing and bracing. Refer to and follow �'�'� LL 25.0Ill — _ Scale 91444 g Component safety Information, by TPI d wrCA) fpr safety �� . PSF REFA 875"/Ft to perform!ng these functl ons. Installers shall provide temporary bracing er BC51. top chord shall have properly attached structural sheathing and bottom chord shall havens ri g tl cel I i ng. Locati ons shown for ant I feral a rs'ope[�tlpotherw�s A., �0 N i T. septi on=B3. BT permanent an r I or 610, as applicable. q a casual nt of webs shall have All PPIy plates to each face of truss and ve brad ngPl nstalledtpe !�■II I 1 I , the Joint Details, unless notetl otherwise. Refer to dna I Position as shown aboveand46� _ r. BC DL �� 9 9 TC DL 10 0 PSF DATE 04/20/16 70PSF Al pl ne, a tli Bi sl pn pf I Tw eel I tll w^gs 160A-Z fpr st da d pl ate Ppai tions. DRW CAU CWC/CWC 16111018 AN BTW COMPANY drawl ng, n9 Components Group 1 nc. shat I not be responsi bl a for any dept atl on from this BC LL N1ANs/ any failure to build the truss i n conformance , nstal I ail nn W bract ng of trusses. wl th AN51/TPI 1, or for handl 1 ng, Chipping, 2.0 PSF SEON-CA-EN34017 A seal on this drawl Be or toyer pale I Istl 8351 Rovana Circle rr CONPo si bi i i ty sol a for the i Aral incl drawl b1 l l ty o m cotesof acceptance i awi ng�e'Boy eetrseettgpe I neer! F•T,1 �9 v TOT. LD. 34017 IWllal9 C• 9 42.0 PSF SEON— Sacramentq CA 95828 Sae.Q. / 4 For more inform tions this;oh s general notes `�rApMy,Gkkt.c DUR. FAC. 1. 15 FROM BB ALPINE: .al pi sal te.corn; TPI: tpi est.org; wTCf, Page and these web siwes: sbcl ntlustry.corn ICC: iccsafe.org Renews:12!3112077 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee - Top chord 2x4 HF #2 VERIFY VERIFY, OR - N3) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC In lieu of structural panels useDL=4.2 psf. OC. purlins to brace all flat TC 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live deliWi loads and reacti ons based on MWFRS with additional C&C member deli gn. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= 5X5= 3X5; ;row1. 5X43X5 1.5X4 4 ,— 4 5-7-11 000,0111.77. 3X10(61)= 3X5= 3X5= 4X8= 9-0-0 3X5= L2-6-0j 3X7= 3X10(61) 5-10-4 5-0-8 1-1-8 g_q_g 5-0 7-6-12 5-0-8 5-10-4 15-11-4 7-6-12 8-4-8 15-11-4 33-0-0 Over 2 Supports R=1754 W=5.5" RL=80/-86 R=1570 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2"/B(0%)/q(0) 825 N 4th Ave,Comelms OR 97113 •v MaDIrrANr•wARNI NG!••NEAR AND FOLLOW ALL NOTES ON THIS DRAINING! 16.01.00.0,x4 S.A� QTY: 1 Trusses FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING - 1/- - the lates[reol it oneofreme care in fabricating, handling, sryi In Instal 11 TME INSTALLERS, - to perform)ng these funt, (Buil di ng i I ers shf Safety I eftempopg and bract ng. s not to antl follow � �14659 R7 - 91445 4466 /' 250/ top chord shall haveco ons. Installers shall provide temporaryn' by TPI ars halI fora prop pracotttac TC LL PSF ca e 1 Proper braein thee„°star DC7 REFT 1 748 75"/Ft y attached structural sheathing and bottom chord shabraeUnaess erly i 465 9�7 ' TC DL 1'1 t• ri gltl cel ling. Locations shown for permanent lateral restraint ofn w�r��w`1,� sections B)or 810, as applicable. y webs shall have bradogpi nstalled epeand on r- �II�N ILllr—JJ I I`VI s e Joist B3,Deter o, B10, a noted cab)othe.isA pl yeplates toaeach elchs face of truss and arndCS posi ti o as shown. ' A AI PI ne, a di vi si on of I TW Bui I tli Z for standard pl ate 10.0 PSF DATE 04/20/16 drawing, J Components Group Inc. shall pos'tbon�. BC DL 7.0 PSF DRW CAUSR7175 16111019 AN RTW COMFANY any fab I ure to but I d the truss i n conformance ani th ANSI/iPl be rosponsl bl a for nstallatiny R bracing of trusses. ars 1ppl atl on from this r for handling, ryipping BC LL 0.0 PSF CA-ENG CWC/CWC A seal on tNs drawl ng or ewer •:; e responsl bill ty sol el y r the design Is'howl'p tN s drawl ng, l IMI utas fence of 8351 RovanaCycle espOOslblIlty of the enilding Desi per ANSI/TPIt1 Sebl ty and use of Is drawing it,°,ei�l1°.°i ng �• X969 IV" TOT. LD. 42.0 PSF SEQN- s2G(2111enm,CA 958284 34020 For more Infoti on see this fob's general notes page and these web sites: ��' Wy OUR. FAC. ALPI NE al pi net tan.coal, TPI: .tin nst.org: WTCA: www.sbci ndustry.coma ICC: wane f1• 1 15 FROM BB iocsafe erg SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee • - Top chord 2x4 DF-L #2 :T2 2X4 DF-L #1&Bet. : VERT FY VERT FY, OR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :T3 2x4 HF Bet. ; N4) Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf,Locatedid DL=4.2 psf. wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive design. load applied per IRC-12 section 301.5. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member u Truss designed ATbaIanced snow load based on Pg=25,00 psf, Deflection meets L/360 live and L/240 total load. Creep increase Truss d, Cgned for, CAT II & Pf=21.17nowoaf. Deflec for deadeIL/d is 1i e0. 3X5; 6X6= it 3X5, ---' 4 3X5 q r— 5-9-15 / a. `_� # 9-0-05X5(A2)= 1. 5X4 II3X5= 3X5= 1.5X4 III 1.2-6-0J3X5- 5X5(A2) 8-3-0 8-3-0 8-3-0 5-2-4 8-3-0 6-1-8 5-2-4 8-3-0 16-6-0 8-3-0 16-6-0 33-0-0 Over 2 Supports R=1600 W=5.5" RL=82/-88 R=1396 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2%(Q°/'I 4(Q) 2 825 N 4th Ave,Wave OR 97113 •�WARNI NGI*•READ AND FOLLOW ALL 16.01 QQ, Isi trusses ••IITANr• FINISH THIS DRAWING Te ALL NOTES ON THIS DRAWING! _ _ .. - 1/ row re extreme n fabri cats ng, handling,ALL CONTRACTORS INCLUDING THE INSTALLERS' - - toelatest gities of nnel(sulkies Com pp g' F REF R7175- 91446 to performing these funnel ons. 9 ponent Safety Informatl on, by TPI and and ng. Refer To and follow �� / / /R/ Scale 1875" fop Iates shall have proper) Instalompo snail Provide temporary braci ) for fetypractices a TC LL 2 n Igitl ill y attachetl structural heathln ng per aCSI. ALPINE . se tions aog Lo atlons shown for permanent lateral O and bottom chord hall havenaess roper noted a 1 . PSF otherwl se, I L�—II the Joint Retail or am es app)lcabl e. Apply plates to each nt of webs shall have bract as shown above r and Q N , unless noted for permanent Refer I ag face of truss and position a S r �(` 04/20/16 50PS rwl 14659�'9 TC DL AlAlpine, a etalIs, of ITW noted Sul I th Components to draw!ngs 160A_Z for standard plate s shown above and on BC DL r— .46\ 0 DATE AN ITW drawing, any failure to bulid the truss iformznce^w�Mhal' pos1t1ons 7.0 PSF DRW CAUSR7175 16111020 COMPANY Installation R bracing o£trusses. not be responsible for any devl ati on from this ANSI/TPI 1, or for handl i no. hl PPI ng, -_� BC LL 0. 0 PSF AeEseal on this tlrawl '°' CA-ENG CWC/CWC pans)DI I I It'' sol al'ypfbr t�ete gn slgxn'�111'2171'r' nl s orawl np i ntll utea atee tang or 8351 Rovana Circle responsl bl I 1 t The Sul tae)I i t yy Protessl oral e I nMrl 'lC �9 v Sacramento,8351 ede y of'the 801ldingg Designer per ANSI/TPI 1 Sec?a""'�of chis tllaatlie rpt eny sttvc2ure IsnOha 9��,ry41 tq Q(�+ TOT. LD. 42.0 PSF SEON— Far more i nfoo tl on, W. /� 34030 ALPI NE: .al pi nen tw. ; WI:see Tl sl estb'or general notes page and these web sl ter: H n•,ii 8351 DUR. FAC. 1. 15 g; wTCA: www.sbcindusery.too ICC: www.lccsefe.org FROM BB Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 HF #1&Bet. :T3 2x4 HF SS: VERIFY VERIFY, OR — N5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. er load Baottom chord the ked-10 s10. 0n 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total I oad. Creep increase design. factor for dead Ioad i s 1.50. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. H0308; 5X5= it 3X5 4 3X5 4 r 5-9-15 ill 'i 3X5(A1)= = " 9-0-0 1. 5X4 III 3X5 3X5= 1. 5X4 III 3X5(A1) L2-b-0 13-6-8 I 8-3-0 b-3-0—��__13-2-8---_>I 8-3-0 8-3-0 8-3-0 5-2-4 6-1-8 5- 8-3-0 16-6-0 2-4 8-3-0 16-6-0 33-0-0 Over 4 Supports R=721 U=9 W=5.5" R=721 U=8 R=709 W=5.5" R=1207 W=5.5" R=402 W=3.5" PLT 1W. 20 Gau.e HS,Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon 503 357-'118 FT/RT=2°/D(0°) 825 N 4th Ave, ) •'WARN(NGI• /0 /4(0) 16.01.00. Cornelius O 97113 •vNPoarANr• 'READ AND Fonar ALL NOTES ON THIS IMWgI I ,,.�'� _ TY 3 Trusses Iree FURNISH nos DRAWING TO ALL CONTRACTORS 1NCLUDINGGI — the latest refitre of extreme)care In fabri cat!ng, handli T ing. Refer 1/— — _ Q to (BW Iding component Safety',email eon, by TPIand and braoin '` R7175- 91447 performi ng these fundi ons I nstal l ers shat l y pe NTCSI for safety noted[o and Follow i• TC R V / / /R/ Sca [op chord shall have properly attached structuralpsheath temporary tombracich practices prior �• LL 25 0 PSF n the cel ling. locations shown for sheaf hi ng per SCSI Unlaess otherwise, 1 4659�7 ' TC DL e 75"/Ft .4 L�r��A '� e n Pns sa. nT P Perma ent lateral g and bottom chord hall have p'npen y attached 1 6 �__-- I\VI I� me, elP, a app)(cab)a gppl e�`<ai nt"£ b==hall haee brac;n 10 0 PSF DATE 04/20/ olnt Details, unless noted otherwise. y plates to h face of truss and 9 talletl per 6051 r Alpine, :rile' noted Refer to drawings 160A-Z for standard splate a shown above and o t t . BC DL AN ITW COM drwing, any£al I,7.°L1,7„,I d the"9russp"i necop Group 1'l shat I posl Li ons. ,_10/9/11,'" 7.0 PSF DRW CAUSR71 75 16111021 R4NY 1 nstal l ata on R brac!n not be responsi bl a for any devl ata on from thl s g of trusses. fO^nance Ith AN51/TPI 1, or for BC LL A asal on MIs drawl handling, shipping s;pi O.0 PSF CA-ENG CWC/CWC A veal Di l l ty drawl ngy or Cover page listing tel s drawing, I ndi pates ' 8351 Rovana Circle respo,, bl 11 the for the design g er per. The sul tab)II t o GptaD�rr profess'oral Sacramento,CA 95828 ty of Wilding Dasa caner ANSI/TPI 1 sea.i. f this dreH nD for any structure n°hw 9/�t�/ T,19$9 Q� TOT. LD. 42.0 PSF SEON-or more!nfo tion CrQ34028 ALPINE: al pi nei tw.c ; TPI;see tips ns[b s general notess page and these web sues. I�w� Ss DUR. FAC. 1. 15 J' NTCA, .5 I ntlustry.o ICC. iccsafe.org FROM BB Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - N6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 :T2 2x4 DF-L #1&Bet. : sot 2h4 HF x4&Het. : whei 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF anyre n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF StSt d/Stud anwhe es Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. I oad applied per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, DecL/ectior meets load i 6 11.5 and L/240 total load. Creep increase Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. factor for dead Is i e0. 3X5% 6X6= 3X5 4 3X5 4 — 5-9-15 5X5(A2)- 1. 5X4 HI `� 9-0-0 3X5= 3X5= 1. 5X4 III 5X5(A2) 3X5= -6-0J 8-3-0 8-3-0 8-3-0 5-2-4 6-1-8 $ 3-0 8-3-0 16-6-0 5-2-4 8-3-0 16-6-0 33-0-0 Over 2 Supports R=1600 W=5.5" RL=82/-88 R=1396 W=3.5" PLT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) Truss Components of Oregon 503)357-'118 FT/RT=2�D(O%)/4(0) 16,01. 825N4thAve,CorneliusO 97113wwWARNINGI**READAxDpouavALLxoTEsoxTHls00. 1�,, �;T�OTY: 1 OR/-/1/-/-/R/_ Scal'vMPaRrANrw• PAWISH THIS DRAwIND 70 ALL INtAIPINGI Trusses requl re extreme care i n fabrl cA ng, handl i nng, 1 NOLO TME INSTALLERS _. the latest edition of BCS! (BurldIng Component Safety Ide temporary n, by d WSCA)rfornsafety to and follow 1'`� TC LR7175- to performing these fnctins. Installers shall SVT L 25.0 PSF REF e 875"/Ft top chord shall have Psheath temporary bracI per SCSI. pracotttac prior 48S n TC DL GJ.I ♦ gi properly attached structural heanning and bottom chord hall havenaess noted ttach se, 4 1 O.0 d I1Ing oe�atl, a shown for permanent 1ages rostralnt of web=shall „a a brae)n natal led ff. PSF DATE 04/20/168 A I O`� sect!ons B3, B) an0, as PI total y attached C N R _JF1N the Joint Details, less noted for germarwi ne t I aceto drawl nes face of w trusand post trod as shown I ed pera Son CSI i 1 �- BC DL Al pi ne, a di vi sl n of I TW 8ui I dl gs Z for standard plate post tl ons. ' -� 7.0 PSF DRW A 5 7175 16111022 tlrawi ng, any failure to bur ld the trussPI neconformanceGroup I nc.wi thhANSI/TPI b1,rorpforl bl e for any handl l ng, shdevi ati on from this AN ITh COMPANY I decal I ate on s braci ng of trusses. BC LL poi ng, 0.0 PSF CA-ENG CWC/CWC A seal on teas drawl ng or cover page II sting this drawing, I MI cates acceptance of professional engl Merl responsl bill ty sol sly fAr the design shown. The aur tab'a lty and use of thin drawl 44 QFC•j•t9$9 �,ry TOT. LD. 42.0 PSF 8351 Rovana Circle response bill ty of the Hun ding Designerrq for any structure l s the SEON- 34032 Sacramento,CA 9582R per ANSI itvl 1 Sec.2. 4 ALPINE: wwfoalpineir more 1twfcomtlTon to this Job's general notes page and these web sites: 0w.CHpQ DUR. FAC. 1. 15 FROM PI www.tpi nut.org; WTCA: www sbcl ndustry.con; ICC: www.i ccsafe.org BB Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR Top chord 2x4 DF-L #2 T2 2x6 DF-L SS: :T3 2x6 HF SS: Spe THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: Special loads :W4, Web 2x4 HF #2: :W12 2x4 HF #1&Bet.: TC- Fromber Dur.Fac. 0500 to ate36uprlfaat-14.194 (**) 1 pl ate(s) requi re s eci al TC- From 36 pl f at 4.94 to 36 pl f at 31.50 scaled pl ate pl of detai I spfor specoi al i post tgi omRen errequi rements. BC- From 7 pl f at 0.00 to 7 I f at 31.50 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl d 9to 650,1C- 9750313b50�15.50nc. �17d.50,19.50,21.5050,23.505. ,25.50 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf,Located ndBC 27.50,29.50 an=4he psf. In lieu of structural panels use purlins to brace all flat TC @ 24. Wi nd loads and reactions based on MWFRS. OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive eflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 1.50. Ioad applied per IRC-12 section 301.5. Calculated vertical deflection is 0.55" due to Iive Ioad and 0.57" due No SIZE SHIFT BITE to dead load at X = 15-3-4. JT PLATE LATERAL CHORD [ 4] SS0612 S 1.75 [ 8] W4X8 2.75 R 1.75 [ 9] W3X5 S 1.25 [16] W4X12 5.00 R 1.75 [20] W3X10 S 1.25 [21] W5X1 O S 2.00 5X5= 8X10= 3X5[9] 1. 5X4(**) III 3X10[20] Ili - T3 6X10- 1-3-15 1. -_ W10 �� 2-11-11!-10-4 6X10(R)= SS0612[4]= �� 4X5 III 4X8[8]= 4X5= SS0612= 4X9-0 $ 12[16]= 5X10[21] 4X5 III 4-11-4 5-2-0 4-11-4 5-2-0 5-3-12 5-3-12 4-11-4 5-3-12 5-3-12 5-3-12 5-5-8 5-3-12 5-5-8 26-6-12 31-6-0 Over 2 Supports R=2938 U=22 R=2867 U=21 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. 18 Gau.e HS,Wave Truss Components of Oregon (503)357-'118 FT/RT=2%(OB/B)/q(Q) 825 N 4th Ave,Cornelius OR 97113 ••I IRORTANT”ASI NIR READ AND NG TO ALL ONTRA TO THIS DRAWING! 16.01.00.0�.s'7.�T� QTY: 1 OR/-/1/-/-/R/- _ Trusses RANI THIS DRAWING TO ALL requl re extreme e n fabrl cats ng, handling, shl CONTRACTORS 1 NCLUDI NG THE INSTALLERS. the I atest edi tion of BCSI eC6^I I di ng Com PPI ng i nstal I z p TC R7 - to perform)ng these functions. Installerrssnshal ja proy Ieftrmpoiar, by TPI ppee CAbrac inl sent't the follow ``� top chCertl shall have trope 1 Psrovitle temporary bract ng For aFetn praotedctices prior V LL 25 0 PSF REF e 1755 riga dshal Locations shownttache rsttructulal sh arhd 9 per alI have aess erly TC DL 91449 ((77 ('� r-� Li ons 63, BT o 0 and bottom chord shall properly attached `44 14659�'Y '• A II II II I^ I E s e traint of webs shall have bracing shown led p and on ' 'tfJ[LII,---J I \VI the Joint a, B I sr a10, as app)i cab)e. Apply plates to each face of truss and unless noted otherwise. Refer to drawl ngs 160A- position as shown above per eCo Al Pi ne, ha Z for tandard l ate BC DL PSF DATE 04/20/16 drawl ng, a di vi sl on of 1 TW eui 1 dl ng Components Group 1 nc. shat I s p posi tl ons. 7.0 PSF AN ITW COM any failure to build the truss in conformance with ANSI/TPI 1, R 7 COMPANY I nstal I ati on R brat' not be responsible for any devl atl on from thi 5 W CAUS 71 5 16111023 • A ssa on this drawl ng or ng or trusses or for hand"ng, sb,pp,ng, BC LL 0.0 PSF CA-ENG CWC/CWC resvensl bl I I ty sol el �I I dingbV•design I!<'pwt per TrypssuI drawl i ty'anl d use acceptance tdrawing profess!on.l enol n..n ng 4► QFC is TOT. LD. 8351 Rovana Circle ravens!bl l Icy ort �� 42.0 PS F Sacramento,CA 95R2R e esign sham. m. ANSI inti 1 sae z. na any structure Is the /Stl• T,1 SEAN- 34039 wwwo al pi net ltwf tom;tiTPl setM1l s j ob's general noes page antl th�se web sides: ALPINE: ✓4ifW.MO DUR. FAC. 1. 15 FROM BB -tai nst.org; eTCA: be eclu ntry ICC: I ccs a e f nrg _ SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- Top chord 2x4 HF #2 :T1 2x4 HF #1&Bet.: VERIFY VERIFY, OR - S) TH15 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Bot chord 2x4 HF St 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud:#2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :W10 2x4 HF #2: DL=4.2 psf. d i In lieu of structural panels use purlins to brace alI flat TC @ 24" Wnd loads and reactions based on MFRS with additional C&C member desi gn. OC. Wnt Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total load. Creep increase russ designed for unbalanced snow load based on Pg=25T .00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. factor for dead I odd i s 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W5X5 S 1.25 [14] W3X7 2.25 R 1.25 [19] W4X5 2.00 L 1.25 6X6= 3X5= 1.5X4111 3X5= 3X5= 4 - �� 3X10= 4X8; �� .,.............„. 1'. ifflpIPII'll 1-3-15 � uT T 3-7-11-6-2 3X5111 5X5[4)- .: — l 3X5= 4X8= +9-0-0/ I 4X5[19]=_ 3X5111 6-11-4 1-11 :: : : 6-1-11 6-3-7 31-6-0 Over 2 Supports R=1340 RL=38 R=1340 U=2 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ( ) FT/RT=2%(0%)/4(0) 825 N 4th Ave,Cornelius OR 97113 118 1 T **WARN'NGI++READ AND FOLLOW ALL NOTES ON THIS DRAWING! 16.01.00.0 •5e QTY: 1 OR/-/1/-/-/R/_ Trusses FIAa15H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, require extreme care In fabri cati ng, handling, shl ppi ng, I nstall I ng and bran,ng. Refer to and follow the latest di ti on of SCSI (Elul lding Component Safety I de temporary by Tel and WTCA) for safety TC LL R7 - to performing these functl ons. Installers shall '� Scal top erfor shall have properly a[I nstal structural psheatde temporary brae n ted othes prle, , ♦ e 5"/1t rle9itl el ling- oLocati on '^9 Pes SCSI. Unlaess otetl therw s �� ,4 hown f r permanent lateral c tl bottom chord hall have ave and on 1 J5 as 04/2 I�IIL.II,I^�-7J/1 5 ti ons I I . Bt°, as restrai nt of webs shat I have braci ngpi nstal 1 edtpe 0 PSF REF 175 9 450 anhea �, TC DL 10 0 PSF DATE the Joint s, 07 s, unless noteaicab,e. Apply Plates to each face of truss and r RCSI Q/1 6 otherwise. Refer to drawl ngs t60A_Z For standardspl ate asshown ab 1. DL aAl pi ne, a di vi sl on of I TW Rui I dl ng Components Group Inc. shat pst t,ons. 0 � BC 7.0 PSF DRW CAUSR7175 AN 1TW COMR4NY i any fai I ere m bw, me truss I n nonformanne wi rn ass,not 1, for 16111024 nstallation,,braci t be responsible for any deo]at,on from this ng of tr"s�es, or nananng, snipping, _ BC LL 0.0 PSF CA-ENG CWC/CWC A.seal on MIs drawl ng or cover -� respond,bl I I ty I el y for I AI deal n show, rnethi asdrawl ta'i'I I ty and naaee oo`f`thl crawl ng To sal ala, uct re I no 9� 'FL.'� X989 TOT. LD, PSF 8351 Rov30a Circle respond,bl I I ty of the �� 42 Q Sacramento,CA ode per ANSI/TPI +Son z. any structure Ia the s,T, GO SEAN- 34041 For more Infoor tion s this Jobs general notes page and these web DUR. FAC. ALPI NE: ,al pi mel tw. ; TPI: .tot nst.org; WTCA: sbc,ndustry. o ICC: Apr W.CN 1. 15 FROM BB yes: nsaPe org SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Slid Hee -- VERIFY VERIFY, ORHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet. : Si)s1) :T3 2x4 DF-L #1&Bet.: 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, wind TC DL=6.O psf, wind BC Webs 2x4 HF Std/Stud :W5, W7, W9 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MWFRS with additional C&C member In lieu of structural panel s use purlins to brace all flat TC 24 design. OC. Ri ght end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase lBoadom plied checked 12r section 301.5. No SIZPLAEE LATERAL CHORD Truss designed for unbalanced snow load based on Pg=25.00 psf, [NO3] W4X5 E 2HI5T BI TE Ct=1.10, Ce=1. 10, CAT I I & Pf=21.17 [ 4] W3X5 2.75 R 2.50 psf. [ 9] W3X7 S 1.25 [18] W4X5 2.00 R 1.25 2.00 L 1.25 6X6= 5X7= 1.5X4 III 3X5[4]% — 1611 °1111111.1.- 4-3-110_11 3X5= 3X5= 4 1.5X4111 ■�7;1 —r —1- 1. 5X4IHi_ 1-3-15_i r� :a elal so 4X5(R)[3] III 3X5= 3X7[9] 4X5[18]= —9-0-0 3X5= 3X5(R) Hi 4-5-10 4-5-10 8-11-4 7-2-11 7-2-11 7-4-7 6-10-13 3"1�„ 8-11-4 7-4-7 7-11-11 21-9-12 0-9-0 R=1340 31-6-0 Over 2 Supports RL=45 R=1509 U=1 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI —2007(STD) PLTrusComponents Wave on (503)357 118 FT/RT=2%(0°/B)/4(0) 16.01. 825 N4ponent of Oregon 97)35 "'WARNING:••REr Aso ri:gr ae.eons GN TH:ZZA.INGI 00. 1�/!.�18({0 Y: 1 OR/—/1/— Trusses •.I MPIXifANt•• FURNISH TNIS GRAN7 NG TO — — require extreme c e in Fabri cats ng. handl ing,Ashi poi ng, NCLUDI 113 NG THE INSTALLERS, .` �� 7 /R/ the latest di ti theseon of BCS: (BullI ng Component Safety Information, byTPI and bracing. o noted to and follow O` TC LL 25.0 PSF Sea R7 _ to perform)ng functions. Installers shall and'NBCA)for afro �� /10164 top chord shall have Psowl de to safety ces prl or 14659�9` • REF e 1755 e Properly attached structural heaths temporary tom cho per BCS:. a aepr otherwise. � TC DL 91451 gid :ling. Locatl ons shown for permanent lateral r '� tl bottom chord hall have r- .4 I Ol� sections 8J 87 oras each face of webs sail have bracing installed ,. 04/20/16 the Joint Clete'Is, unless noted otherwise. Refer to drawl per BC�i BC DL 6°A- an position as shown above and 7.0 PSF Al pi ne, a di vi si on of I o Sul I di ng Components Group Inc. seal I Z for standard plate cosi[ions DRW CAUSR7175 AN ITW I nst ng, any fal I ure to but'd the truss I n conformance wl th all /WI bt,ro ponsi bl e 61 1067 COMPANY Instal', on&bracing of trusses r for handl i for anyM1devl nti on from this a 1 pp g, BC LL 0.0 PSF CA—ENG CWC/CWC 1,!..'" seal on Pt z drawl eg or Rover I1p �r roopan5l bl I 1 ty of el y Bpi tits dazpl 8n Iaj l9 ..grbl 11 tl MI utas aepptsnea of profess)olyl 9 8351 RoyanaCvcle reaponalblllty or Sloe Budding Uealgner per ANSI/TPI S Sec.2 A°d use or this drm for anisn°a Ing /l1�/4 7,19� �� TOT. LD. 42.0 PSF SEAN- 34043 Sacramento,CA 95828 'tg „ny struemro i a rna V W B wwwoal p'neiitwf co'm LITPI:sw�iwithi s J ob's genera, notes page and mese web sl res: ��-••�� DUR. FAC. 1. 15 ALP:NE: .tpi nst.org; NBCA: www six'ndustry.cpm; 1 CC: www.i ccsafe.org Renews:12/31/2017 FROM 1 V SPACING 24.0" JREF— 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR Top chord 2x4 HF #2 s2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: anywhere in roof, RISK CAT II, EXP B, wind TC DL- Wb, W8, W10 2x4 HF #2: -6.0 psf, wi nd BC DL=4.2 psf. In lieu of structural panel s use purlins to brace al flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load, Creep increase Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf, factor for dead Ioad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 4] W5X5 S 1.25 [16] W4X5 5 1.25 [23] W3X5 5 2.75 5X5= 1.5X4III 1.5X4 III 3X5= 4X8(R) III 3X5% - �, a — �� 4X8, - - 111111111,11111► 4-11-11 1 3 15 ■�n7� 4-0-11 3X5 III 5X5[4]= 9-0- 3X7= 4X5[16] " — 3X5= 3X5(R)[23] III 5-5-10 5-5-10 5-5-10 5-5-10 5-10-11 6-0-7 5-10-11 6-0-7 5-10-11 2-9-0 10-11-4 8-7-11 17-9-12 2-9-0 31-6-0 Over 2 Supports R=1340 RL=45 R=1370 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon (503)357-'118 FT/R ON THIS %)/4(0) 16.01.00. 1 825 N 4th Ave,Cornelius OR 97113 "IIPORTANT'•WA�EIuNSIGiisH niisoo AND 11��°L�ALL MOTES ON THIS Mil NG! !te� , '•• •TY: 1 OR/-/1/-/_/R/_ Trusses require extreme care in FURNISH THISatl , AWINGhandl ng, LL MjI TORnsSaI NC�ING THE INSTALLERS. =. the latest edi tion of BCSI (Buil d;ngfa Component Safety Ie temporary on, by TPI and andWnCSI for ess R7175- ne bracing Refer to and f°I;°w TC LL 25.0 PSF ca e to performing these functions. Installers shall tractt;ces REF 5 "/Ft • top chord shall havepsheite ngm adaby toms prlPr 1 4659�9` 91452 properly attached structural heathing and bottom chortles BCSI. Unitess noted therwise, �. TC DL riegid Il I ng. LLocati ons shown for permanent lateral r hall have properly attached 10. PS tions B3, B] 810, a applicable. Awl eeach ft of webs shall have bracing shown above per BCSI 1 PSF � �� DATE 04/20/16 'A` I the Joint Deta;I s, unlesssnoted otherwise. RefertodrawlnM1 face trusand post ti to as;tion above and o , �+"� BC DL ' 0 1 V Al pi ne, a di vi sl on of I TW gui dl gs Z for standard plate pool ti ons. 7.0 PSF DRW CAUSR7175 16111051 AN fFW COM drawl ng, any fal l ure to build the"trusspl neconformance wl thhal notbe b1,rBC PAN1, i ns orfori hl a for any devi ati on from tM1i s .:. -..., LL tall ati nn R bracing of trusses for handl leg, shipping, O.0 PSF CA-ENG CWC/CWC r'espoA l blllty drrawsallB9 e�thee y eewus ltat;ng lois drawlBg, IBdiutes tensa of professional wag;meerinS 9/l FL:T 19agQ414� TOT. LD. 42.0 PSF 8351 Rosana Circle respond bl l l ty of the Sul I dl110 eppe t The sul f1bi l l ty and use of t i s drawl for any structure I s the SEON- 34049 Sacramento,CA 95R2R ng Dealigoer Per ANSI TM see,2. n9 For more Information see this Jobs general notes page and these web sites: -,4,Cc CNQ' DUR. FAC. 1. 15 FROM ALPINE: www.al pineitw.corn; TPI: wwx.tPinst.ova; WTCA: www.sbcintlustr BB atom; Icc www.Iccsafe.erg Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - S3) Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 4x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC W6, W8 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC c 24 design. OC. Right end vertical not exposed to wind pressure. faclortior deads oad6i 11.5e and L/240 total load. Creep increase Bottom chord checked for e10.00 psf non-concurrent bottom chord live factor for dead load is 1.50. load mpchord per ked-12 s10. 0n sf o. JT SLZEATE SHTFTAL BTruss designed for unbalanced snow load based on Pg=25.00 psf, [N0 4] SI W5X5 SIFT BITRD TE Ct=1.10, Ce=1.10, CAT 1 I & Pf=21. 17 [18] W3X5S 1.25 psf. [21] W3X5 S 2.25 L 2.75 2.75 5X7- 1. 5X4 III 5X7- --1 4 1! 3X5% II 4 ,-- Il' 00 15 �3X5III 5X5[4]= •3X5=-"=- 2 9-0-0 _ 3X5= 3X10= 3X5[18]= �� 3X5[21] HI 6-5-10 6-5-10 6-5-10 6-5-10 6-10-14 6-10-14 4-9-0 6-10-14 6-10-14 12-11-4 4-9-0 13-9-12 4-9-0 31-6-0 Over 2 Supports R=1340 RL=49/-28 R=1340 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ( FT/RT=2%(O%) O g 503)357- 118 "WARNINGI*•READ We FOLLOW NOTES THIS DRAWING!) 4C ) 16.01.00.0 mil ft` QTY: 1 OR/-/1/-/-/R/_ 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* Scal FURNISH THIS, handl no ash CONTRACTORS INCLUDING anGINSTALLERS. % _ Trusses requl re e care i n fabricating, handl I ng, shi n 1 natal I ITIIE TC tM1e latest etli ti on ofunctiI (Builds n9 Component Safety Information, by TPI ape andgbraci ng. Refer to 7 top p I atesti ed these f BCSI ons. linga Comps Component ico follow LL 1 0 0 PSFREF e /Ft s 4416 op erforchord shall have proper) provide temporary bracing per BCSI.for msst.tedcotherwii se, ie y attached structural sheathing and bottom chord shall have a `V _ ri gitl cei to ng. Locations shown for permanent lateral restraint of webs shall have brae;ngpi nstallbo attached or 610, as rand f 14659 F'S� TC DL ,q O the Jot ntcicei Details, °noes applicable apply plates to each face of truss and r BCSI BC s noted otherwise. Refer to drawls 160A- osition as shown above and on 1 , DL1 7.Q PSF 91453 DATE 04/20/16 -� AI pine, a di Ids!on of ITN Bui!dints 9s Z Zrfor standard plate piss tl ons. DRW CAUSR7175 16111052 drawl ng, any fall ore to bus I d cnn truss necenformanceGroup I"WI en ANSI notbe b1,rorponsl bl a for any devi atl on from thi s ` AN ITW COMRgNY InatalIata On abran ng of trusses.d the. BC LL 0.0 PSF for hand"ng, ng, CA-ENG CWC/CWC • A seal on tllly of the But gee or tl per tthls drawl nec.2Clq uses ofacceNs Cram professional enpineering I1/ '(t'L..7 1989 �yr TOT. LD. 42.0 PSF SEON- A 000nal ti on&brad solely For the meal 7 8351 Rovana Circle responds hi I 1 tng for any structure I s the 3 4051 Sacramento,CA 9582R ee design per ANSIThsul 1 Sec.2. p For more Information see this jobs general notes page and these web sites: ��"'N W.Cr,��S DUR. FAC. 1. 15 FROM ALPINE: www.al pi mei tw.con; TPI: www.tp;nat.ort: aTCA: on sbci ndustry.con; ICC: www.i ccsafe.ort BB SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER- (O4 chord12x4 HF M2 HILLSBORO -Windwood Mas 1245 Snd Hee Top Bot chord 2x4 HF #2 'T1 2x4 DF-L #2: VERIFY VERIFY, OR Webs 2x4 S4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS HF Std/Stud :W2, W4, W6, W7, 120 mph (a) Continuous lateral restrai nt a W9 2x4 HF #2: a wi nd, 15.00 ft ) SUBMI TIED By TRUSS MFR. anywhere i n roof, RISK CATnI 19t' ASCE 7-10, equal spaced on member. anywhere psf. EXP B, CLOSED bldg, Located In lieu of structural wind TC DL=6.0 psf, wind BC OC. panels use purlins to brace alI flat TC @ Wind loads and reactions based on Bottom chord checked for 10.00 24,, desi gn. MWFRS with additional C&C Ioad a Right end vertical not exposed to wind member pplied per IRC-12 sectionp301n5n concurrent bottom chord live Truss designed for unbal anced snow Ioad based on P - p pressure. Deflection meets L/360 live and L/240 total load. Creepi Ct=1.10, Ce=1. 10, CAT I I & Pf=21.17 factor for dead Ioad i s 1.50. psf. 9 25.00 psf, JT ncrease PLATE LATERAL CHORD No SIZE SHI FT BITE [ 3] W3X5 S [ 4] W4X5 S 1.2 2.25 [17] W3X10 S 5 [21] W3X5 S 1.25 2.75 5X5- 3X5= 6X6- is _ 3X5'7"' X5; lit, a ,_ 3X10: 4X5 iiiiiillll , 1111 6-3-11 i 1-3-15 `�'�� 1 3X5[3] III ■• 4-0-11 4X5[4]--1-=- • ■■ 3X7= 3 _ X5= 3X10[17]_ +9-0-0 7-5-10 3X5[21] III 7-5-10 7-5-10 7-5-10 4-10-14 4-10-14 6-9-0 14-11-4 9 9-12 9-9-12 6-9-0 R=1343 31-6-0 Over 2 Supports PLT TYP, Wave Desi R=1340 7mss Com gn Cri t: I RC2012/TPI_ ponentsofOre on '118FT/R 825 N 4th Ave, S (503)357- 2007(STD) Cornelius O 97113 **WARM NGI„ T=2%(0%)/4(0) Trusses revulret'�oRrnxr•• Fllwllsll 114/S o n AIM roiLLF Rorer ON This 0%DRAWTM 16.01.00. Ii the 1 alert etli ti oneofrBC51 eme Care I yl brl Carl ng, handlhandl 1 ng, silt IrpRsINCLUDINGINSTALLERS. ' - .• •TY. 1OR/-/1/-/-/R/- .,4li to Performing these functions. Installshal Ippin top hates hall haveSafety Informatl on, g and bract ' rio cell! unctl 1s attached ers shal de tem by TPI and Vacs! for g ReFer Be A��N s tions ng Lescat S hove Por rat 14;e and bract ng per 3Cu safe) /� TLL C REF R7 1 75- !1—" r��— and Pollow /�� N ^9 d oottom nlaess noted ces prior //� �4VQ Jr Yn �• TC Scale the J°I nt Clete!' BnOPSas per^�nent lateral chord shall have tetl ated other e!' R Plate es�tngs nt -;f'c haan noted therwi se s to h face f true pr Perl y�atceched ffr AI PI ne, a division of 1TW g Refer have braclag Instals rwi e. ~ 0 AN 17W M, dnswing, ulltll r to drawings 160A-Z for st d Position shown r RCS/ r CDL 10.0 PSF PSF 91454 COAdR�. anY fat I ure[o but I d °9 Componecon Grou a^�d pl ate post tl ons,Bove and I' tai latl on R bre n the truss in p 1nW shall not be r 9 OP trusses. formance ith or Pforh n for BC DL 7 0 A s: , t el i tlraWi ANSI not 1, any devl ati on PSF DRW G CW 04/20/16 8351 t(ovana C' A*Ogl sl bl 11 tY dr el ng eeo pr co.- 1 I stl ng thl s or for handl 9, s PP from thi s n hl Ing Circle Innnalslblll SP shoml. The wry IgitllglGtes •::, �•: BC LL 0.0 PSF Sacramento,CA 9582R tY Of ely B. I al a peal 1 ,ri Y and use�lands Of for iy s e wwA 75 16111053 �'ar perµsl/lyl2. IS rayl ng a �'1'e'�js�he �/ 'cC 7, 19ag AV TOT.LD. CA-ENG CWC/CWC `°rt LK ALPI NE: re 1 nfo Qmati on se any structure _!Y 42•D • .al pl eel tw.c a thl s;ob.s general notes VV PSF r TPI: www.tPinst.org; W�CA: page and these h'QH1K,0, DOR. SEON- 34053 .sbci ndustry. ICC.siwwwes I ccsa e DUR. FAC• f org 1. 15 FROM 1 V Renews:12/31!2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Sot chord 2x4 HF #2 Chord 2x4 HF #2 VERI FY VERIFY, OR — L2) THIS DWG PREPARED FROM COMPUTER INPU7 (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, anywhere i n roof, RISK CAT I I g ASCE 7-10, CLOSED bl d In lieu of structural panels use purlins to brace all flat TC c DL=4.2 psf. EXP B, wind TC DL=6.p g' Located OC. psf, wind BC 24 Wind Ioads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on P _ Ct=1.10, factor for dead I oad i s 1.50. Ce=1.10, CAT I I & Pf=21.17 psf. 9-25.00 psf, 5X5= 5X5--7- 3X5 1.5X4===.--. 4 , 4 — --'11111111111111113X5 _ 3X5 3X5(A1)- 3X5- _ 1. 5X4111 3X - 3X5 12-8-12 5-11-15 2-8-12 T I 9 •' � 1-11-15 i• -2-6-0�� 3X5(R) HI 3X5(R 11110-0-0 I- 18-4-8 4-9-12 4-0-0 5-8-4 8-1-8---;ti 8 8-0 4-6-8 8-9-12 5-11-12 4-3-0 3-7-14 3-9-10 5-8-4 7-7-4 18-10-12 12-0-0 26-6-0 Over 3 Supports 7-7-4 R=1039 U=7 W=5,5" RL=48/-62 R=1159 W=5.5" R=337 U=2 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss 825 Components of Ore (503)357-'118 4th Ave,Wave s O 9 1 '=MARNt NGI•= FT/RT=2%(O%)/4(0) 7 13 IwoaraHr•• FURNISH THIS DRAW/NG ALL NOTES ON THIS DRAWING!) 16.01.00. •��;r,DI eno ` Y: Trusses requl re extremecare I n Pabrl catl ng, handl I ng, shi CONTRACTORS INCLUDING the lstest editien of RCS/ THE INSTALLERS. _ 1/- - - . to performing these fuRCti o(Bui l lingo Component SafetyPPI ng, ins tallng Ie tempo on, and brat ins. Refer to a fop chord shall have Provide tem by TPI and WrCA) for safety and Poll ow e properly attached structural heathin temporary bracing per SCSI Unaess a o'ces prl or �� 1l � i 91 tl I I i ng. Locati ons shown far 9 d bottom noted rnerv,;se, Q., 14659�7 ' .4�I r 1 1�A 1 n sectl ons B3 permanent lateral chord per BC51 TC PSF R7 ALPNE`V1 . the Joint O¢tailor B10, as applicable Reach facet f webs shall ill have proper) a DL TC LL 25 0 PSF REFa _ e 25"/Ft unless noted e. R plates to each of have bracing ttlonsletlt[ached 1 O O DATE l i nc a dl.slop ti ITw Buildfor poise. Refer to drawls truss and Position asshown above s; '„ 104/20/11 91455 AN 11-W drawl ng, 9s 160q-2 for standard plate post tl ons. and on .. BC DL (� CAMPANV i natal I ata on&ar I ureng ofto utruses truss neconformancenwi th°ANSI/TPI�1 respoor bl a for any devi ati on from thl s �., -/. 7 O PSF DRW CG CVV 75 16111054 A seal M LNIe drawing or cover or for M1arMlin9. shi ppl ng, BC LL 8351 Rovana Circle resPOPO"nsi m i i it sol e1 y for the des peg.,Irl �q til s drawl ng, I nils utas v 0.0 PSF CA-ENG The suitability and use oft js rce i for anylollel Rt 9� =fC,7, 79 9 �`+ TOT. LD ENG CWC/CWC Sacramento,CA Circle Y or the aid I di ng tlul goer per ANSI�1 I see.z, engineering 42.0 PSF BR ref structure Is the Sj QQ SEON- For more 1 nfC tions this,wr s general nates pa ��N W,CHP 34055 ALPI NE: al pi nel tw. ; TPI:e wsw,tpi nst.org: WITH: bcigndust y comand e web I C:siwwxs�i ccsafe or DUR. FAC. 1. 15 9 Renews:72/31/2017 FROM BB SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VER Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. VERIFY, OR - L1) Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, anywhere in roof, RISK CAT II, EXP g CLOSED bldg, Lwin In lieu of structural panels use purlins to brace all flat TC @ DL=4.2 psf. wind TC DL=6.0 psf, wind BC OC. 24 Wind loads and reactions based on ?MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1. 10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= 5X5- 1. 5X4 .■ ■T 4 i__ 4 3X5 3X5 3X5(A1)- 3X5- 3X7= 3X5= -•■ hhhhhL:4,. 1.5X4 III +12-8-12 6-b-15 2-8-12 T IM ■M 1-11-15 _ 10-0-0 i L-2-6—°6 0 3X5(R) III ' 3X5(R III 18-4-8 5-8-4 4-10-8 2_2_4 8-1-8 I 10-5-0 2-5-12 6-3-8 3-7-14 10-6-12 6-0-0 3-9-10 2-2-4 7-7-4 18-10-12 13-9-0 26-6-0 Over 3 Supports 7-7-4 R=1062 U=5 W=5.5" RL=56/-70 R=1276 W=5.5" R=304 U=1 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI_ Truss Components of Ore (503)357-'118 FT/RT— 00 ) OR DRAWING! ��D 825 N 4th Ave,Cornelius 0 97113 .,1 ••WARM Ncl••READ AND FOLLOW —2%(0%)/4 0 16.01.00. IIS � Trusses I ARI.• FIIIWISH THIS DRAWING TO ALL /R ON THIS the l Trusses recut l e of extreme care I n fabri call n9. handl I ng, shl CONTRACTORS INCLUDING IIngd TME INSTALLERS, _ to performing these fLnctionBullding Component Safety aping' by TPItal)land and bracing. Refer to ` 1/ REF _ top chord shall have Installers hall Y Information, b TPI the follow v� :� ORLL proper) structural provith temporaryY and'MCA) for afetyeprac titac i itl Y attached sheatein bracing per eC51 Unless ted Prior ki 1 4659�'P ` TC / 25 0/ 1 Scale 25"/Ft t,,411116k, n r 9 eel Loca tl ons shown For permanent lateral g and bottom chord s A11 ��w sections 63, n,or BLO, APPIY Plates to each:face o R7 If I�'uL—JJ I`V' I 1 have otherwi se, �. the Joint Details, as applicable. webs hall have bracingpinstalledttached TC DL unless noted otherwise. Refer to tlrawings 160A_f trusantl position a per B=�� , 1 0 0 PSF DATE 1 75 91456 AlAlpine, a di vi sl on of Z foralitstandard plate s shown above and on _.i BC DL 04/20/16 AN ITW draw n, l 1Tw trusses. no Components Croup Inc. shall post'II ons. 7.0 PSF COMPANY i ns a g any Pal 1 ure to bui I d the truss I n conformance wi th ANSI/TPI 1, t I 1, on R bred n of be responsi bl a for any l pal ati on from thi s g of trusses. RW CAUSR7175 16111055 A•Qal on tAlb tlfeweR f cove or for handl Ing, shlpping, �:�' -�. BC LL 0.0 PSF 8351 RDYaBa Circle riga°I1s1 bl I 1 Y ml el Y}or the neslRg I I 11R ewe°M'1°YI t I nAl c tus°ee e l gme o nfor sal anal .Ryl t..1 ^ n CA-ENG CWC/CWC Sacramento,CA 95328 ty of the Elul I ditI°a eesl filler per ANSI/TNriel I See,2, Pu far any strectufe i sA[M '�/_A '�v 7,t9D9 •M�+ TOT. LD 42.0 PSF mor more Infotl on s this Op /�HpQ SEQN— 34057 ALPINE: .al pineitw.c lob's general rates page4Nw�M DUR. FAC. TPI:a pinst. 1. 15 FROM t °rg' WrCA: bcitl st ytcom; ICC at BB i ccsafe.erg Renews:12/31/2017 SPACING 24. 0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Bot chord chord 2x4 HF #2 VERT FY VERT FY, OR — L)ToTHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. x4 HF #2 Webs 2x4 HF Std/Stud :W4 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Bottom chord checked for 10.00 anywhere in roof, RISK CAT II, load applied per IRC-12 sectionp301.5n concurrent bottom chord live DL=4.2 psf. EXP B, wind TC DL=6.0 p9f,LwindeBC Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. factor for dead load i s 1.50. design, Creep increase JT PLATE Truss designed for unbalanced snow load based on P _ No SIZE LATERAL CHORD Ct=1. 10, Ce=1. 10, CAT I I & Pf- 9 25.00 psf, [11] W3X7 SHIFT BITE -21.17 psf. S 1.25 4X5(R1)Di ice► X5:0400111 4 4 r 3X5 ---sdillgillIllIll 3X5 3X5(A1)- 1. 5X4111 3X7[11]=_ X5= '�� 1. 5X4111 6-11-5 4..12-8-12 2-8-12 T �� 1-11-156-11-5 I2-6-0�� 3X5(R) III 10-0-0 18-4-8 `- 3X5(R III 6-2-13 6 2-13 5-5-1 8-1-8------ 15-5-1 7-4-10 11-7-14 7-2-14 3-7-14 3-9-10 18-10-12 7-7-4 14-10-2 26-6-0 Over 3 Supports 7-7-4 R=985 U=5 W=5.5" RL=60/-75 R=1158 W=5.5" R=300 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI- Truss Components of Ore ) FT/RT= 2007(STD) 825 N 4th Ave, Son (503)357- 118 g 1 Cornelius O 97)35 ••WARNING!••READ AND FOLLOW ALL 2/p( 16 0 Trusses •INpoWraNr•• FURNISH TINS NOTES ON nus gip/) egPi re extreme DRAWING TO ALL pONIRACTORS INCLUDING NG'4(0) 00 rl�:r•D18Rp Y:4 OR/- th latest edl ti on of BCS!care 1 n Pabrl Cate n E 1 NS 1/_ _ — =. to perform)n CBui 1 di n Componentg, handl i n LWI NG TH and fol I OW 9 these functions. Installers Shal�afety Info hmatip installsnga and I race pe top chord hall have proper) rigid Celli y attached structural de tempo A�(r��^ 1� seetinee II LOeatIons shown for =heataIle Q R7 - 91457 II.. ' ' �J by TPI Refer hl rary bracing Per f B>or gip, Permanent lateral and bottom chords havens safety pr ess noted r the Joint pet as applicable reeach fa of webs shall Proper TC LL ootherwl se� �� 14859 4%/91N441 TC DL 25 0 ails, Unl es MPIY Plates to each face F have brad attached s noted otherwise. o truss and po Inst d SCSI PSF REF 175 /Ft AlAI pi ne, a tli vi si on f Refer to tlrawi ngs 16pq_Z for standard Pos)ti on a AN ITW d^swl ng, ° ITN Bui ltll ng Components Group InW shall Plate s shown above and on I -.• DL BC 10 0 PSF DATE 04/20/16 COMPANY any ar I'a to bui I d the truss I n PPsi ti ons. 7.0 PSF tallati on s brace nq of trusses. conformance not be responsl ble For a A seal �or Dever I[h ANSI/TPI 1, or for handl 1 ng,nyhldpp�nti on from this R on thl s dreNl RW CAUS 7175 16111056 respond bill ty solely rer the des' !shoe, 51'Tel blI tlntland indicates of MIs tlla:ip professional s ucturesI nW / T, 79 �` 0. 0 PSF sra Rto,C ,.aA CA-ENG CWC/CWC cle Sacramento,CA 95828 pgllsl W I 1 ty M the MAI dl ng OesllTer per ANSI/TPI 1 y • °r s«.2. any structure Is the 9�S'j•/FC, VA' TOT. LDC ALPINE: re infoction s this ��N �A 42.0 PSF SEON- 34059 al pl net tw. ; TPI:e 1 Ub•s general notes W./� .tPi nst org: NTCA: Page and these web sites: WW V DUR. FA www b l ndPstry.cont I GG may i nesare er 1. 15 FROM 1BB V g Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416754--PARR LUMBER-HILLSBORO Top chord 2x4 HF #2 -Windwood Mas 1245 Snd Hee --Bot Chord 2x4 HF #2 'T2 2x4 DF-L #2: VERIFY VERIFY, OR K1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS ebs 2x4 HF Std/Stud Bottom chord checked for 120 mph wi nd, 15.00 ft mean h ) SUBMITTED BY TRUSS MFR. in roof, RISK CAT Il9t' ASCE 7-10, CLOSED bldg, Located load applied per IRC-12 se�tionp301.5 concurrent bottom chord live anywhere EXP B, W psf, wi nd TC DL Deflection meets L/360 live and L/240 total Ioad. Creep6 0 psf, wend BC Wind loads and reactions based on MWFRS with additional C&C member factor for dead Ioad i s 1.50. desi gn. �T increase PLATE HILAFTRAL Truss designed for unbalanced snow load based on P - No SIZE SHI CHORD Crus 10, Ce=1, 10, [11] W3X7 S1.25 TE CAT I I & Pf=21.17 9-25.00 psf, [15] W1.5X4 S 5psf. 2.50 4X5(R1)i A 4 3X5 ii3X5 4-2-9 iilbIIIITIIIIIkibbHIIIIIIIIIIII%ir._ 3X5(A1)= 1.5X4111 1-10-8 3X7[11]..---- 7 2-b-0� 1. 5X4[15] III +12-8_ 6-2-13 5-5-1 6-2-13 11 7-14 5-5-1 7-0-2 7-0-2 18-8-0 Over 2 Su 7-0-2 R=1003 U=3 W=5.5" pports RL=54/_47 PLT TYP. Wave Desi R=774 W=3.5" Truss Components of Oregon gn Cri t: I RC2012/TPI- 825 N 4th Ave,Cornelius 503)357- 118 FT/RT-2 ) mehus O 97113 IIIPORrAxr WARM NGI••REAP - °O(0°)/q AND NG TO )TD 00• ,`AX Trusses requl re FURNISH THIS DElAI„NG TO ALL e exire Sox THIS DRAWING! b.01. toeperformi tli tion of DCSI c(Elui 1 di n9bC'omatl ng• ';:`,7,„"=',1.T1'.'?,: andl 1 ng, s Tis INCLUDING NG TME INSTALLERS. _ 1/— — Top chord ng these functt ons Ponent Safety Informs Pl on, bysTpl larq snail have - Installers shall and bracing. r�gl tlocei l I ng. wave proper)y attachetl structural Pshe de temporary SCS' Refer to antl follow ill" shown for per sheath' bracts for safety A I I 'I 'laN ti cel 93e 9 d of web 9 l I B I Di ess Pratt)ohs pri nr //1�44ilet g PSF REF R71 7 BILI'=J the Joint D t IIs, Bn°e aPPlicabl e. gppl T lateral r sat ral nt p chord hall have ^Ot°d otherwl se Q�� IYp�y la ; TC OR/ / / /R/ V ectio, a div 1 sasnoted otherwise Ref atter to a ch face oftruss shall have bracin properly attach TC LL 25 — cale 375"/Ft AN ITWCD tlrawing, 'sl on of 1TW guild) o drawls truss and position a9 installetl r DL10. 0 5 Els 16DA_Z for standard shown'tiabo'n r"'"h' / 1 -_ 0 PSF DATE 91458 COMPANY i ns a a^y fab I act to but I d the"9russ"'pi neconformance"w�th gN51/TPI i PI ate Ysdevi atl on from thi s t Ilatio^a bracing of trusses. hall of be responsible for ` BC DL 04/20/16 ns �a"'wlll:l bljhle tlrawl bt0 or hover , or for hantllinga"hl 7.0 PSF DRW CAUSR717 8351 Rovana Circle A l sol el y mr the p O G-I l stl lig t l s tlroWi�1p p s pp'"g' ' •' BC L L 5 16111057 Sacramento,CA ircle Pons)Sol I I ty or the Elul I SI ng Design ar per The TPI tap)t i,2 ��o Lhl s d'or P^o�:I �/ 0. 0 PSF Designer Pel-ATho s i ,sae.z. raw ng rpf'e eAyin�eiur�e11°°It the 9�ir 4 T� 7989 TOT. LD� CA-ENG CWC/CWC ALPINE: ror more infco tion see this Job's T Q www'alPlneitw. m; iPl: www.tPlnst.or ge"elan ^°ter Q 42.0 PSF SEON- 9: NI'CA: yw, Page and the�¢web slimes: 14W.CO 34061 be' °SQry ee: ICC. DUR. FAC. bee=afe^rg Renews:1213v2o17 1. 15 FROM BB SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - K Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC OSE I n I i eu of structural panel s use purlins to brace al I fl at TC @ 24 DL=4.2 psf. b.0 psf, wi mad BC OCdWndiloads and reacti ons based on MWFRS wi th additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. JT PLATE No SIZE LATERAL CHORD SSI FT [14] W3X7 1 5 [18] W1.5X4 S 2.520 2.50 4X5= 5X5= 4 1.5X4:400401 '� a 3X5 r- 3-7-11L ■�■ 3X5(A1)= 3X5= 3X7[14]= _4_12-± 1.5X4[18] III L---2-6-0----->i 5-4-8 4-6-12 9-11-4 3-5-4 5-3-8 9-11-4 3-5-4 5-3-8 3-5-4 5-3-8 18-8-0 Over 2 Supports R=1003 U=3 W=5.5" RL=47/-40 R=775 W=3.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ((503))357-'118 FT/RT=211(OD/D)/4(0) 16.01. 825N4thAve,Comehus01�97113 ••WARNINGI••READpNpFRLAALLNOTE50NTHISp1Al) 00. I,f4 iTY: 1 OR/-/1/-/-/R/_ ••I■PORTANr•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING Scal 91459 Trusses regui re carefabrl cats no, handl I ng, shi I THE INSTALLERS, e� �/r _. the I atestdorm edl tion ofSCSICBui I di n Com PP ng, i nstal I I pe and bracing. Refer to and Vol I ow ActinR7 — 9 Component Safety Information, by TPI and WTCA) for safetyV /// . TC LL 25.0 PSF th Perform'eg these fuSCSI o(B. di ntaComps enall practtices REF e 5"/Ft [op chortl spall have propely attacM1etl s Psovitle temporary braccng Des SCSI. 'manes Dred Prior 14659�'Y ri gitl ceili g. Locatl ons shown for truc[ural heaths ng tl bottom hord hall have therwi se, ....- ....416 TC DL 1 0.0 PSF .4�I O`� sections B3, B7 or BnO as Permanent lateral o each face e o Prnserly attached DATE 04/20/1 6 L J applicable. Apply plates to h face webs truss and ldhave bracing i tel led per BCSI [he Joint Details, less noted otherwise. Refer to drawings 160A-Z for standartlsiti on late as shown above and on , .�+-�� BC DL Al Pine, a dlvlslon of ITN Bubltli P post ti ons. 7.0 PSF DRW CAUSR7175 16111058 rg Components Groan Inc. shall not be responsible for any Ipoi atl on from this AN RTW COM drawl ng, any fab I ure to but tl the truss I n conformance wl th ANSI/TPI 1, o BC w+Nv installation R bracing^P trusses. or handling, shipping, LL 0. 0 PSF CA-ENG CWC/CWC AA seal nlIhlty s draw ng or cover page IIIe�lp tnhTlessdirawll i,tIndlmates acceptance of profess'noel engiMorirp �/ QFC•T,1989 �' TOT. LD. 42. 8351 Rovana Circle r0000onl al l I SOI e'y for the Beal !"t' -A 0 PSF y of the Sul I dl ng Des'g er per ANSI/TPI ,Set.2,end use of This drawl q for any strueturo 1 s the Y J QQ S EQN- 34063 Sacramento,CA 95828 For more /04 W.CNV e I nfor ti on see MI s J ob's general mates page and these web s; wes: sI n V DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi neo tw.c TPI; tpi mast-org; era' .rbcs ntlu and th m; ICC Iccsafe org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER- (0p 6154d 2x4R HF M2 HILLSBORO -Windwood Mas 1245 Snd Hee Bot chord 2x6 DF-L SS -- VERIFY VERIFY, OR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY Webs 2x4 HF Std/Stud KG) :W7 2x4 HF #2: :W5 2x4 DF-L Std/Stud: 120 mph wind, 15.00 ft anywhere i n roof, mean h t, 70 TRUSS MFR. RISK CAT II9 ASCE 7- CLOSED bldg, Located - (Lumber Dur.Fac.=1. 15 / tate Dur.Fac.=1.15) Wi nd I oads and reactions based on MWFRS. psf, Wind BC TC- From PI TC- From 71 pl f at -2.50 to TC- From 36 if atf 36 pl f at 15.3g to 36 pl f at 15.38 l n lieu of structural BC- From 4 plf at _ 36 plf at 18.67 7.94 OC. panels use purlins to brace all flat TC @ BC- From 2.50 to 4 plf at 0.0024" TC- 750.00 Ib4 plf at 0.00 to Bottom chord checked for 10.00 Conc. Load at 7 89 7 plf at 18.67 Toad applied per IRC-12 section 301.5. BC- 100.03 Ib psf non-concurrent bottom chord live BC- 105.94 I b Conc. Load at 2.00 BC- 112 37 Ib Conc.Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. BC- 331.35 I b Conc. Load at 6.00 factor for dead load i s 1.50. 16.00,18.Op Load at 8.00,10.00, 12.00, 14.00 Creep increase JT PLATE LATERAL CHORD No SIZE SHI FT BITE [12] W4X8 2.75 R 1.50 [16] W4X5 3.50 R 1.50 5X7- 1. 5X4-%- 1. 5X4 III 5X7- 41- • �� 5X7 4,......, 2-11-11 1 T me Wrii Min 1-10-8 4X8(81)--=-- 3X5- in ■ 4X8[12]= 4X5[16,1 +121_12 4X5[16] �2-6-0--� . 3X5 III 3-11-10 7-11-4 3-11-10 3-8-10 7-11-4 3-8-10 3-8-10 3-8-10 3-3-8 7-5-4 3-3-8 R=2122 U=75 W=5.5 18-8-0 Over 2 Su 3-3-8 pports PLT TYP. Wave Desi gn Cri t: R=2199 U=43 W=3.5" Truss Components of I RC�R Oregon )) _ FT 2/TPI- 825 N 4th Ave,Cornelius OR 597j 137 118 I iiPoRr �WARNINGI fe READ AND FOLLOW T 2%(O%2/Q(STD) Trusses requlroe extreme FOR/IISl1 7X15 DRAWING TO ALL CONTRACTORS NOTES ON Try 16. rpe latest Dare In fabrl Darin IS DRAM NG! (0) 01.0 , _ - 1/- - - Seal e to m,etll ti n of SCSI 9. hantll i n egrlRACtI)RS I MCILDI NG THE I pfor i a fu (Sulldi ng Component Safet 9' shl ppi n9. Install long tchord shal these °cti ons. Installrs Y Information, antl bract 9T have properly attached nstalshall provide tem by cl sTCA Por ARe s to a -4�G� se9itl Ilin9 0o ti°no shown structural aanrarng ntl follow delk TC 25.0 PSF REF L� [Ions s nwn Po heath! Y tom cho per alI e a pr perry attached • (v • � 1 OR/ / / /R/ =. a�I� me olnt Details, BIG, s permanent lateral resa9aln<"bottom notahall have noted Q R7 _ V less app!I cab!e. Apply PI ares toe f webs truss shall have braci as shown ho n above e a nd o �r Alpine• a alai sion noted therwl se. Refer to drawl nh face of truss TC tlnswl ng, of 1 Try gut l dl ng Com 9s 160A- antl poli tl on a sh°wn o� , DL 10.0 PSF DATE 175 91460 AN ITW COMPANY any Pal l urs to bulla me Lrnss�i Components croup I nW Z for standard plate s above and i. BC 04/20/16 tan l ata on ft brad n conformance I shat l not be fees noel ti ons. 9 of trusses. irn ANSI/1P1 a pO°si bre for any idevippi ati on from this A eeel ell MIS 11:1;'94,r- rael np r pyer for handl DL 7.0 PSF DRW CAUSR7175 8351 Circle rroaPonal bllltY sol elY 1br thePepe Ilstl np thla tlreel 9 shipping Sacramento,Rovana CA Circle pons!bl l 1 ty the Building heel .n per The am tabs'f i ty'��q'of��i s ata'wing Profesai one' enpl roerl np 19 C O.0 PSF 1 D59 611 For more �r per A 1�°' t�`2 "8 for % ,F 7,19 9 Q�� TOT. LDCA-ENG CWC/CWC ALPINE:of tw.al I i ngoreel ons thl s Job's general notes epY structure 1 a the 42.0 PSF p Irw.°nm; rpt: w�aw.tpinet.org; yTCA_ w pose and mdse web SEON- 34066 sbci ntlustrY. m: ICC siwrnve$� nANW.Mk" DUR. FAC. «safe.erg 1. 15 FROM 1 V Renews:12!31/2017 SPACI NG 24. 0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, Top chord 2x4 DF-L #2 Ti 2X4 DF-L #,&Bet. : THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF SS OR - MG) Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bed , Special I oads anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 DL=4.2 psf. 9 Located --(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) psf, wi nd BC TC- From 71 pl f at -2.50 to 71 pl f at 7•qq Wi nd I oads and reacti ons based on MWFRS. TC- From 36 pl f at 7.94 to TC- From 71 plf at 13.06 to 36 plf at 21.0013.06 In lieu of structural panels use purlins to brace all flat TC BC- From 4 pl f at -2.50 to 4 pl f at .00 OC. BC- From 7 plf at 0.00 to 24" TC- From750. Ib Conc. Load at 7.89, 4 p11 at 21.00 Bottom chord checked for 10.00 psf non-concurrent bottom BC- 100.03 I b Conc. Load at 2.00,19.00 load applied per IRC-12 section 301.5. BC- 105.94 Ib Conc. Load at chord live BC- 112.379Ib Conc. Load at 6.00,15.00 BC- Deflection meetsadoad6i I1.5 and L/240 total load. .00 BC- 297.63 I b Conc. Load at 8.00,10.00,11.00,13.00 factor for dead I oad i s 1.50. Creep increase JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W4X5 S 2.50 H0508= H0508= 3X5; ire...........„,........: -, a 4 -_ 3X5 2-11-11 .a 1111111116111 I ll Eift. l.I 1111N1411111hikkib,lilliiib•.WI I Illiiiiilli I III I I 1 1 h b.-. 4X12(A7R)= 1. 5X4 III 4X5[8] H0510= 9-0-0 1.5X4 III 4X12(A7R) L---2-6-0-->i 4X8= IE------3-9-14--±-------4_1_6 7-11-4 �` 5-1-8 + 4-1-6� 5-1-8 3 9-14-H , 7-11-4 21-0-0 Over 2 Supports R=2596 U=94 W=5.5" R=2377 U=70 PLT TYP. 20 Gau.e HS,Wave Desi gn Cri t: I RC2012/TPI - Truss Components of Ore FT/RT- 0 ) 825 N Y Bon ((503)357-'118 I T `WARM NGI 2%(0%)4(D) Ft. Ave,Cornelius OR 97113 'READ AND mum D 16.01.00. i .. Trusses FlAWISN nos ossm NG To ALL NATES ON THIS require oanrl the I atesi etli[i on e i n Fabri cats ng, handl i n CONTRACTORS'NC�1 NG _ t of BCSIcnreIlCing Component Safety 9n ohms°Ion, ' INSTALLERS, 1 OR/-/1/-/-/R/-/- O PSF o performing these functio s r rad long and bracin?e Refer to �� - OR/ / / /R __ top chord shall have proper) I nstal l srsuctur snap ll psovi de to by TPI and WICSI for fro and fol temporary bract ng n practices o,ow 0 /��' y attached heafhing per BC51. Unaess noted Prior f,V �� I TC LL 25. ALPINE �t"�'a'"g locationssnown a ga andbettem chord otherwise. 14859 '9 TC DLPSF R7 for permanent lateral have Pshown a r REF _ 3, Bl or Blo, s applic es[ Int of webs hall have bract n9 installetlttachetl Q e 1751 25"/ the Joint petalIs, unless o bee. e. y plates to each face f 1 0 0 DATE 91461 noted or Refer to tlrawln taof truss and position a �a BCSSn 04/20/16 AI pi ne, a tli vl sl on of I TW Bui 1 tll gs Z for standard I ate shown above and .' I BC AN ITW COM drawl ng, any fab 1 ure to bW I a trusses. uss'�"i oe�o Grove I W. shoe I P pose tions. COMPANY instal 1 ate on R brace n not be response bl a for any tlevi ati on from this DL 7.0 PSF g of trusses. Pormance ith gNGI/TPI t, or for handling, hi A.ea an thea drawl ng cover PPtng, .:,-... BC LL 0.0 PSF R 75 61 Iola ng, DRW cnus 71 1 1 8351 Rovana Circle A seansoni n ty sol el y for the design I I st1',ng 7ttNi'e'sufl tap)l t'ntl)notes acceptance or Droressl anal enpl pearlK......, •F y CA-ENG ENG CWC/CWC Sacramento,CA 95828 response blllty of the eni idi,lg gesl goer per NISI rtpl 1 See.?.and use of thea drawl ng for any structure Ispthe `-T,19a �� TOT. LDJnrmoreenfo teens QQ 42.0 PSF SEAN- 34001 ALPI NE: .alplnettw. th,s job's general notes /4�.��TPI: .tpe ns[ Page and theose web sides: ws DUR. FAC. 1. 15erg, wrcq: bcintlustry.c m; ,GC, .iecsafe.argFROM BB Renews;12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: -- VERIFY VERIFY, OR — JG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF SS 120 L= mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud Special loads D4.2 psf. --(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1. 15) TC- From 71 plf at -2.50 to 71 plf at 7.94 Wind loads and reacti ons based on MWFRS. TC- From 36 plf at 7.94 to TC- From 71 plf at 12.06 to 361 plf at 12.94 In lieu of structural BC- From 71 plf at 22.50 OC. panels use purlins to brace all flat TC c 2q" BC- From 7 pl f at 0.00 to 4 PI f at 0.00 BC- From 4 plf at 20.00 to 7 plf at 20.00 loadom plied checked for section 301.5. BC- 105.94 Ib Conc. Load at 2.00,18.00 Deflection meets L/360 live and L/240 total load. Creepince 16.00 BC- 1BC- �2.37 I b Conc. Load at 6.00,14.00 BC- 297.63 I b Conc. Load at 8.00, 9 08 12 00 factor for dead I LATERALoad i s 1.50. ease JTo SPLATEHI CHORD BC- No SIZE SHI FT BITE [ 7] W3X7 S 1.75 [14] W3X5 S 1.75 6X8= 6X8= 1. 5X4 Tolpv11115X4,5--- i 10000.,•;.„-___rniiiiiiiiiiiiiii...:-1 / ralli4 2-11-11 4X12(A7R)rs=va:m. = 3X5[14]_ �9 0 40144 3X7[7]- —2-6-0� 4X12(A7R) 4-7-8 3-3-12 7-11-4 4-1-8 3-3-12 LE---2-6-0-->i 4-1-8 4-7-8 7-11-4 7-11-4 4-1-8 7-11-4 20-0-0 Over 2 Supports R=2411 U=91 W=5.5" R=2410 U=91 W=5.5" PLT TYP. Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ((503)357-'118 FT/RT=2%( 825 N 4th Ave,Waveornelius OR 97t 13 .., "CARNI NGI•+READ AND FOLLOW ALL /R ON THIS oORA%ai)R,4(0) 16.01.00.0 w� Trusses IIpOWTANf" FURNISH THIS DRAWING TO ALL . TY 1 _ the l ssesf retll tI a of extreme reme1 care,l dl ng call ng, handling. shL CONTRACTORS I IYI ng INGand THE INSTALLERS. — — to performing these fu s 9 I ers sht I Safety Ieftrmptl r, brad al'yam d bracing, s ot to 5�� 1/ REF R7175 91462 top Ichordates snail have Protl on Installrs shall CA)for antl follow `•' OR/-/1/-/-/R/-/R/ Scale 3125"/Ft perly attached structural psheathin temporary tom ng per SCSIaprtprly attached eri or _ rl gi tl cel l 9 Locati ons shown 9 bottom hoed0n1 ens noted attached �� ALPINE spetI ons Ra, 01 or 010, as o for ee, app!y I l ates reeaachl ft of efe dh l I have ay 14659�7 the Joint entails, less shoe'loar' anene plates to e bs shali have bra ing Installed r TC DL 1 7 0 PSF DATE noted therwlse Refer to drawingsfl60A_f truss and position asshown above �`o� 04/20/1 6 Al PI ne, a di vi si on of I TV Aui I diComponents Z for standard plate and I ..j -•_ BC DL 7.D PSF ,4N ITC�QA,I drawl n any fai I ere to bel I d Ithe di grusspon ntssfGroup I nwl thhal I notbe be roe POsi ti ons. ` PgNy drawl ng, R bracing of trusses. R 161 1066 ponsi bl a for any d�Pl n91 on from thl s BC LL DRW caul 7175 1 A ss„ on`"'s drool for handl leg, =h, 0.0 PSF CA-ENG CWC/CWC A seal nl II tie drl el a or cover page II'M ng thl s drawl I ndl etas acceptance of -s ng, a•, • 8351 Rovana Circle respansl b1 I 1 the for the design The wl tabl eI t prohssl anal ty ee Run dl ng Des' y as one of thl drawing for any structure In the 9/�1 FC,T,1989 Q�r TOT. LD. 42.0 PSF Sacramento,CA 95828 per ANSI/Tel ,sec.Z. SEON- 34079 www.alp,neiPor more'twf co,t'TPI:5ewww t'p,nstb s general not.s page and these com web sl es: T ALPINE: "/ow.GO DUR. FAC. 1. 15 R efg: wTCAA: bd ndostry. Ipp ,ecaafe org FROM BB t c , SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee - Top chord 2x4 HF #2 VERT FY VERIFY, OR - J) NI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TIED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud 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 live DL=4.2 psf. load pcord per ked-10 s10. 0n o. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member iDeflection meets L/360 live and L/240 total load. Creep increase design. Truss desi gned for unbal anced snow Ioad based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= 1.5X4 Irj 1.5X4 ii 4 1--- -- � .' � 4 3-7-15 3X56:41) X5(A1)= 3X5= 3X5= `- 4-9-0-0_i_ 3X5(A1) �2-6-0-- 5-4-14 4-7-2 LE--2-6-0-- 6-11-4 4-7-2 5-4-14 6-1-8 10-0-0 6-11-4 10-0-0 20-0-0 Over 2 Su R=1039 U=2 W=5.5" Supports RL=65/-65 R=1039 U=2 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ((503)357-'118 FT/RT=2%(0%I /4(Q) 825 N 4th Ave,Cornelius OR 97113 ••!IFDRTANr•MA�FURNI511 THIS AND DRAW/NG FOLLOW ALL ROTES ON THIS LUDIPI RGI 16.031.-00- 6.01.00, Trusses requl re extreme 'n fabricating, handling, shl Apng,CONTRACTORSInet I I I ng andING THE INSTALLERS. — 1/— - - ,it . �:.. �TY:2 the latest tlltles of BC51(Bul� ns Cpm PPI ng, Installl^9 and bract ng. Refer to �`' �.- TR7175- 91463 R/ / / /R/ to perform'atesti ed these F9 Component Safety Informatl on, by TPI a [op chord shall have u cfi ons. Installers shall prowl de temporary br per NBCSI e properly attached structural acsn for safety r and g Per SCSI pacts ce fol sheaihin Unless noted otherwPseor ��0 t• ri old ceiling. Locations shown for permanent Iateral g and bottom chord shall have .4 O se,t1 ons B3, BJ or B10, as a estrai nt of webs shall e a proper) attached r BCSI PSF 8 I1 ATC LL di ��'` I Pali cab)e. q have bract n above C I \VI25 0 PSF REFL 14659�'9 CDL 10 0 DAT the d cei lletalls, unless noted permanent plates to each face of truss and g instalIed per I `� r 04/20/1 6 otherwl se. Refer to drawl nes 160A-2 for standarrdspl ate a shown bove and o BC DL Alpine, a di vi si on of I TW Bus I dl 09 Components Group Inc. shat l °°�'°'°^s 7.0 PSF DRW CAUSR7175 AN BTW CQM drawl ng, any fat I ore to but I d the truss s n not be responsible a for any dews anon from this 1 D6 ANY Ins tall, on R brad conformance ws th ANSI not 1, es for band)I ng, shl apt an BC 1611 • ng of trusses. LL 0.0 PSF CA-ENG CWC/CWC Arespons bl l AI a tlrewl eg or cover peps I I stl np tNl s drew ng, 1 ntll ores asp tenrq or profesel one) enpl rim. w 8351 Rovana circle reopens!bl I I ttyy of the BuildingroidDess Designer ThI sm te°I I I ty and um er thl a arse,np mr t 9/ �FQ 7,19 9 TOT. LD. 42.0 PSF Sacramento,CA,te]e per ANSI dEPt ,sec 2. °Y strueture Is The ' SEAN- 34082 ALPINE: www�alpineir more itw com;t'on TPl:sewvwtt'pi�stb's general notes page and these web=ides. s'MNW.COV DUR. FAC. org: WrCA: .sbcindustry.c : ICC: .Iccsafe.org 1. 1 5 FROM BB Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER- Top Chord 2x4 DL- HILLSBORO -Wlndwood Mas 1245 Snd Hee - BOt chord 2x6 DF-L 2400f_2.OE :T2 2x4 HF #2: VERIFY VERIFY, SGA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF Webs 2x4 HF Std/Stud :W5 2x4 HF #2: OR 2 COMPLETE TRUSSES R. Special I oads 2 I SMPL e:O. 120"x3" mi n. REQUIRED --(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac._ Top Chord: 1 Row @ TC- From 71 pl f at O.00 to 1.15) 12.00" o.C. TC- From 71 pl f at 10.00 Bot Chord: 2 Rows @ 4.50" o.c. TC- From 36 pl f at 10.00 to 36 pl f at 12.00 Webs (Each Row) 71 pl f at 12.00 to Use equal spa ci@ 4,, o•c. BC- From 7 plf at 0. 71 pl at 22.50 ng between rows and stagger nails BC- From 14 pl f at 12.00 to 7 pl f at 10.00 4" o.C. BC- 1340.04 Ib 4 Concl f atLoad20.Oat0 to 14 plf at 20.00 grain requiredci gof in naiIsverrbearrinusar and parallel to BC- 1370.27 Ib Conc. Load at 4 plf at 22.50 9 greater than 4" BC- 1508.96 I b Conc. Load at 2 00 4.00,10.00 120 mph wi nd, 15.00 ft mean hgt, 6.00 BC- 2866.78 I b Conc. Load at 12.O8. p anYKhere i n roof, RISK CAT 119 EXP ASCE 7-10, CLOSED bl dg, DL=4.2 psi, wi nd TC DL- ps Located ndBC Deflection meets L/360 live and L/240 total load. 6 0 sf, factor for dead load i s 1.50. Wi nd I oads and reacti ons based on MWFRS. Creep increase JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5] W3X5 S 50 [ 6] W3X5 S 1.3.25 [ 7] W5X5 3.00 R 50 [ 8] W4X5 3.25 L 1.25 .25 6X6(R1) [13] W3X5 S 1 3X5[6]= [14] W4X5 3.25 L 1.25 4X5[8]: A\ 3X5[13]- 2.75 4 lial --i4 Oti 1111111110-006.41 --.11111111111111111111111111\, si No . 3-7-15 4X16(B7R)= 3X5[5] III 5X5[7]= 8X8_ 4X5[14]= kits 1.5X4 III +9-0-0 4X12(A7R)_- 111111111 1�4-2-8x_10-12 10-2-0 2-10-12- 2_10-12- -2_10-12 1<--22 6-0� LL �4-2-8� 10-0-0 20-0-0 Over 2 Supports R=6722 U=35 W=5.5„ R=4779 U=46 W=5.5" PLT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)35FT/RT 0°�) 16 01 825 N 4th Ave,Cornelius O 97 137 '118 wwWARNI NGI•+ -2�( ° /4(0) Trusses '*IMPORTANT" FURNISH THIS AND FOLLOW LLL TO mu D requl re IMIA111 NG 7p A S I S pRA the I ssatest e0i tl enof extreme care)I are I ni nabr licati ng, handl I Inst l l ng Ram THE Ing - - QTY: TC L- 1/- - - _ to perform)ng these functions. Component Safetyng, sni ppi ng, I nstal I lg and;racl NST top chorderfor shall have Installers shall Information, by TPI properly attached nstal ',reef de temporary bracts and KCA for safety ALPINE,Illikstructuralr to antl Pof'or rigid cel ling- Locations shown for Per heaves"9 tl bottom 9 Petr TCS). U safe Pracoti res p new e,e °r Un a later hnrtl nnte� e�ow �� R7175- 91464 hal I have tl,erui se (� - TC L /R/ Scal e the Joint n tails, less app)I cab)e. trai nt f roper) 1 Anent plates to each face F webs shall have bract ngpI nstal l ed noted otherwl se Refer to ° truss and i ne, a tli vi sl on of i drawl post ti on attached 14659 ngs 160A-Z for as shown aboveandS' �� 1.... DL 25 0 PSF REF AN ITW CO :'nst ng. any Pad ova ton tees me"grr� Portents croup Inc stentlartl plate p nn 0 0 PSF DATE 04/20/16 MFl4NY installation B bract n shal I not be resPonsi bl a for anool n ons. t ' 1011 Lhls tlg Ur CeVeres. conformance with ANSI/TPI 1, or for hantll Ing. shipoing,on from this BC DL 7.0 PSF DRW CAU resPant in)thla sole) page III stl pal^ 8351 Rovana Circle resPonsl bl I 1 t y for the ee I pn hpttn�t�hllesstlrinW ly, I net urea acesy - R 16 1060 BC LL Ins 71 t«� er rfor anynel • 0.0 PSF CA-ENG Sacramento,CA 95828 Y or the&Il I m ng peal Pier per ANtI?pj tiblse<z,ane use or thl s areae)ng ror any scrtuh ih° -� CWC/CWC °r more tnf°rmatl°n see this 9 C,71"8°� �.�` TOT. AIPI NE: a the �� F LD. 42.0 PSF al PI net tw.corn; TPI www,tpi nst or,general notes page and these W QQ SEON- 34085 9: •TCA: bcintlustry. ICGs'iees mina .14#W CHA OUR FAC. 1. 15 "=a`e org FROM BB SPACING 24. 0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 DF-L #1&Bet. T2 2x4 HF #2: VERIFY VERIFY, OR - SHG) pe THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud Special loads 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl d ---(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wind BC TC- From 71 pl f at -2.50 to 71 g Located TC- From 71 pl f at 7.94 to 71 plf at 12.06 2.50 DL=4.2 psf. TC- From 71 pl f at 12.06 to Wind loads and reactions based on MWFRS. BC- From 4 plf at -2.50 to 74 plf at l f at 20.00 BC- From 14 pl f at 0.00 to 14 pl f at 20.00 In lieu of structural BC- From 4 pl f at 20.00 to 4 pl f at 22.50 OC, panel use purl i ns to brace al I flat TC c BC- 2085.67 I b Conc. Load at 4.36 an 24 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 6] W4X8 S 4.25 [ 7] W4X8 S 1.25 [16] W4X8 S 1.25 [17] W4X8 S 4.25 5X5= 4X5= 4X8[7]; ilL4X8[16]. 4 I- r � r� �� llillikbh6=1 4 2-11-11 X12(A7R)_ X8[6] III 4X8 3X7= 4X8[17] III +9-p L-_ 4X12(A7R) 26-0-�F-------4-5-3------...1,_-3-6-1------›.1,.._4 -- 1-------4-5-3--- _3 6 1- - _4 i<---2-6-0-->17-11-4 -1-8-------+-_-3-6-1-----+-___4-5-3-------..1 4-1-8 7-11-4 20-0-0 Over 2 Supports R=2678 U=51 W=5.5^ R=1486 U=29 W=5.5" PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ( ) o 825N4thAve,Cornelius of Oregon I FT/RT=2/o(0%)/q(0) 16.01.00. t r "•WARNI NGI•"NEAD Ate FOLLOW IPDNTMIr•• FIA%NI SN 7NI s DRAWING TO ALLCONTRACTORS NOTES ON TNI S DRAWING! Trusses requl re e e in fabricarin ODNTRACTOAS INCLUDING THE INSTALLERS. 'a - QTY: 1 - _ _ the latest etlition ofunctions lltling Componentg• handling, shi 1/ PSF REF R7175 to prforming these functions. n stall ersng, Safety Infor aping• Instal l ing and bract ng. Refer to � /'� a• ••' ••• ORLL top chordeshall have po m tion, by TPI and for safety and Followca, A� / / /120/ roppi co iii perly attached structural pshelte ng temporary bract no per SCSIlIer!ycttedi or TC cele 3125"/Ft n .4L�^� - n s n g Locati n asshown for rel sheathing and bottom chord cing eshoot aboved othise, r ' I'ILLII,I---,JJI III`r��J' ti s B3, 13)or B1O, permanent lateral restraint of snail nave a proper! attached `v - the Joi e, Details, unl ess appl I earl e. Apply pl Otos=era toe webs shat I have bract ng i nstal I ed �+ TC DL 10.0 PSF noted otherwise. Refer to drawano face of for and posltite aper Bees^ DATE 04/20/1 6 91465 Al pi ne, a di vl sl on of ITN gut I di 9s 160A-2 For tandartl pl ate s and _� BC DL AN ITW COMPANY dBawB^g. anY failure to but I d tne'ir� p�,neeon croup Inc. shat I not be r post tl o s, mi 7.0 t Ilan nn s bracing of trusses. formance or for hen for ons depth,on from this PSF wl th ANS/TPI 1, or for hantll I ng, hi ppl n BC LL A awl on thl s tlrawl rp or pope s,o .s� 0.0 RW CAUSR7175 16111061 a col on Pt;solely fpr the nespin Ilstleg this drawprs%itlniNcotes eeeaptams or Pronsslonal 0.0 PSF CA-ENG CWC/CWC 8351 Rove Cycle rwpomol bl I 1 ty or the So I dl P'Designer Tin su yam uss oT Thl s tlraNl 9��, ,fC 7' 19e9 p�� DUR L Y ` 42.0 Sacramento,CA 95828 ng Designer per ANSI ITPI 1 ng for any stry�turol s"�ha D For more Soc. l Q PSF SEON- 34046 e Infortion s ttpl Job's general notes cin and these com ' ALPINE: .al pi nettw.c TPI: tPlnst.org; WTU: beintlustrY. ICC: O M Mk web si www. • FAC. 1. 15 FROM BB .i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBOR0 -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - IG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T3 2x4 DF-L #2: Bot chord 2x6 DF-L #1&Bet2.OE 2 COMPLETE TRUSSES REQUI RED I t z Webs 2x4 HF Std/Stud :W3 2x4 DF-L Std/Stud: Nai I Schedul e:0.120"x3", mi n. nai I s Special I oads Top Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 2 Rows @ 4.50" co. .c. (Each Row) TC- From 71 pl f at 0.00 to 71 pl f at 8.23 Webs 1 Row @ 4" o.c. TC- From 71 plf at 8.23 to 71 plf at 11.77 Use equal spaci ng between rows and stagger nails i TC- From 71 elf at 11.77 to elf at 20.00 n each row to avoid splitting. BC- From 7 pl f at 0.00 to 717 pl f at 20.00 4" o.c. spaci ng of nails perpendicular and parallel to BC- From 14 plf at 12.00 to 14 plf at 20.00 grain required in area over bearings greater than 4" BC- 1343.46 I b Conc. Load at 2.00 BC- 1340.04 Ib Conc. Load at 4.00, 6.00, 8.00,10.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 2937.64 I b Conc. Load at 12.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" Deflection meets L/360 live and L/240 total Ioad. Creep increase OC. factor for dead I cad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X5 S 3.50 [ 7] W5X7 25755 L 3.00 [14] W6X8 S 3.25 3.25 [15]16W3X5 2.755 R 1.25 3.50 8X10= 8X8= 3X5[6]-- 4 4 1 10: W3 T3 3-0-14 Aro ` 9-0-03X5[5] III 5X7[7]= 6X8[14]= 3X5[15] 4X16(B7R) 3X5[16] III 4X16(B7R) r 3-11-10 + 4-3-2 + 3-6-8 + 4-3-2 >cal 3-11-10 I- 8-2-12 ,I_ 3-6-8 ,I_ 8-2-12 J 20-0-0 Over 2 Supports J R=6676 U=8 W=5.5" � R=4583 U=15 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=26/6(0°/6)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- (503)357-2118 ••WARMNGI••READ AND FOLIO/ALL OTESONTHIS DRpmincl �01 .'� Scale =. 375"/Ft. 825 N 4th Ave,Cornelius OR 97113 •'I(PORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCIJAI NG THE INSTALLERS. ,` FF TC L L Trusses regui re extreme care In fabrl call ng, handling, shl ppl ng, Installing and bracing. Refer to and follow the latest edi[ion of 13051 (But I di n Component ` 25.0 PSF REF g ponent Safety Information, by TPI and WrCA1 for safer R7175- 91466/ to performing these functions. Installers shall n tedcoothes the, TC DL top chord shall have provide temporary bracing per alai. unless proper! ttached 14659�'9 10.0 PSF DATE 04/20/16 properly attachetl structural sheathing and bottom chord shall have a rigid ceiling. Locati ens shown for permanent lateral restral nt of webs shall have brad rgpl°peal l edtper hBCSI /� T a ` .4 FI �� I sections B3, B7 or 1310, as aper Icabl e. Apply pl ares to each face of truss and CA() R717 6 1025 II I I the JOInt Details, unless noted otherwise. Refer to drawl nes 160A- position as shown above and on L I L _I BC DL 7 0 PSF DRW S 5 1 1 1 I Al pi ne, a di vi sl on of I TW Bui I di gs Z for standard plate poll tl ons. �, drawl ng, any failure to build the'trusspIn conformanceroup I nwi thc. tANSI/TPl b1,rorpfori handl I ng�nshdevi sti On from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMRONY 1 natal I ati on B bract ng of trusses. PP 9• e{ _s' A seal on this drawl ng or cover page IIsting t is drawl ng Indicates seceptenu of professional engineering 'F B9 TOT. LD. 42.0 PSF SEAN- 34069 reaponsl a II ty sol el y for the design shown. The scar tab'II ty and use of this drawing f any structure I s the 9/ C 7t 19 4 ice+ 8351 Rovana Circle respansl el l l ty of the Bu'Id!ng Des!gner per ANSI/TPI 1 See.]. Sacramento,CA 95828 For more Informed on see this job's general notes page and these web sites: �l'�N�.Ow- Sacramento, DUR.FAC. 1. 15 FROM BB ALP(NE: www,al pl nai tw.corn; TPI: www.tpi nst.or, WTCA: www,sbcl ndustry.corn: ICC: www.i ccsafe.org SPACI NG 24.0" JREF- 1 VPZ7175201 Ronowe•12/11/91117 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 HF #2 VERI FY VERIFY, OR - GG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Special I oads anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. 9- Located --(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 pl f at 0.00 to 71 plf at 5.94 Wind Ioads and reactions based on MWFRS. TC- From 36 plf at 5.94 to TC- From 71 plf at 9.56 to 36 plf at 9.56 In lieu of structural l f at 18.00 BC- From plf at 0.00 to 7 plf at 15.50 OC. panels use purlins to brace alI flat TC BC- From plf at 15.50 to 24" BC- 500.00 Ib Conc. Load at BC- 73.55 I b Conc. Load at .00,135.89, 9p61 at 18.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 78.72 I b Conc. Load at 4.00,11.50 Ioad applied per IRC-12 section 301.5. BC- 200.86 I b Conc. Load at 6.00, 7.65, 9.50 Defl ecti on meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. 5X7- 5X5= Paillinummu4 r11r111111111111.11111111111111111111 ...... .11116,........._ i -3 4 T 3X10(A1) 2-3-11 3X5 III 3X5- 9-0-0 3X10(A1) ��5-11-4 3_7_B��L �2 6 0� 5-11-4 5-11-4 3-7-8 5-11-4 15-6-0 Over 2 Supports R=1476 U=60 Piga° R=1700 U=85 W=5.5" ill PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Ore FT/R 825 N 4th Son (503 357-,118 "WARM T 1 Ave,Cornelius OR 97113 NNI ww HIS RAW F 2°�( 6 01 Q 0.0%)/4(0) ••,NPOIrrARr• FOLLOW,>< No Trusses FURNISH THIS DRAW/NG TO ALL CONTRACTORS INCLUDING I S DRAWING! requl re extreme e I n fabrl cats ng. M1andl I ng, shl I NCI�THE INSTALLERS. TC LL e 1 Trusses edi n on of sell care I di n Com Refer "• TY. 1 /1/-/-/R/-25 D PSF REF topI atesti ed these Fu g Component Safety Inform{ion, TPI and and bract nsa fe fop chord shall have runoff Installers shall by and sscsi for sst and follow �� "'� OR/ Scale Properly attached structural psheath temporary tom ng per e/I rI agitl eel 11 n9. oLocati ons shown for heafeM1in Yo chi chs prior !.� All r��A 1� s tions n3. o permanent Iateral g d bottom shad Nt ng I ted therwi se. �v 14659 i."' 1 PSF R7 ' 'tIJILI _J I`vl BT Rt°, a cable. each fa h£ she/ have the Jol nt Details, Ppli Apply plates to webs hall have bract proper) attached Q unless n ted each face of truss and ac g installetl achetl + TC DL175 91467 Al i ne, otherwi e. Refer[o drawl ngs t6op_ Posi ti on a sMwn aboveer and on F 0 DATE 04/20/1 b P a division of ITW Building Components Group Inc. shall 2 For standard plate I � BC DL AN ITW PQM tlrawl ng, any fat I ure to but 1 tl[he truss i n conformance wi try AN51/TPI �, p°sl tion 7.0 PSF ANY ins tatlatl on n bracin of of be responsible For g trusses. any de�lation from this DRW CAUSR7175 16111026 A seal on t111s tlraNlny r°ew or Por handling. shl BC LL PPI ng, 8351 Rovana Circle A w.i 1 bl I 1 i s o I el a roor the ysspj Ns I 1 stl np this dr'ai I edl uses •,:... s O.0 PSF CA-ENG respons)bl I I ty r the&d I dl ng Deal gne��ANSI tinls�eotz.and e"h1 arewl�s'fr°r'a;,yeA,itve�i�, is"ine 9�f► 4C 7, 1S QtV� TOT. LD 42.0 PSF CWC/CWC Sacramento,CA 95828 e e'er more Infoe tion s J' �� FROM 33982 ALPI NE, .al pi tel tw see .t l Job's general notes DUR. FAC. TPI: www.tPl nst.org; WrCA. www.abet ntlus r y corn;web Siwy,.,,1 ccsafe.org 'fiti W.Mk 1' 1 5 Renews:12/31/2017 SPACINGFROM BB 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee Top chord 2x4 HF #2 VERIFY VERIFY, ORTHIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 G) Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC anywhere psf. a Iottad Bottom chord per ked-10 s10. 0n psf 301.5. Wind Ioads and reactions based on MWFRS with additional Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. C&C member 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)o 4 I•, 4 r— I,� 2-10-15 .11111. 3X5(A1)= 1. 5X4 III : 9-0-0 3X5(A1) — 7-9-0 L<-2-6-0--� IE 7-9-0 7-9-0 7-9-0 15-6-0 Over 2 Supports R=650 RL=47/-41 R=866 U=5 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon 503)357-'118 FT/RT=2/°(Q°/I)/4 825 N 4th Ave,WaveCornelius OR 97113 ..I "wARNI NGI••HEAD AND stow ° 0) 16.01.00. NppRTANr•• FURNISH THIS DRAM NG TO ALL NOTES ON THIS DRAWING! Trusses regal re extremen CONTRACTORS INCLUDING TY.2 - _ _ the I ssest edi ti on of SCSI cares I di ng call ng, handl I n shi Ind TME Ing. Refer g ers sha IP. WavSafety/1111114 de tem y 1 and halI for safety practices ' TC L / / /120/ Scale 375"/Ft pally attached fractural heaves"temporary ngbraciper BCSI. Unlaess noted14 �� se gid cel l l ng- Locatl Dosshown For permanent lateral g and bottom chord hall have otherwPseor r ' O ectl ons B3, B7 or B10, aseach nt we properly attached 14859�"Y ` TC PSF _ the Jig nt Details, I s applicable. Apply plates toe h face webs hall have bracing Installed DL 1 O s noted otherwise. Refer to drawin of truss and position asshown above per SCSI PSF DATE 04/20/16 Al pi ne. a di vision of I TW Bunco 9s 16oA_Z for standard plate and 1 � ,� BC DL 0 PSF AN 11-W COMPANY draws ng, any Fal I are to bei I d tM1e"trusspi n nc. thhAN51/TPI 67 row post lions. -.+.� instal 1 ati on s bract ng of trusses ponsi bl a for any devi atl on from this R DRW CRUS 7175 16111069 A seal on till a drawl Por hantll I ng, s'PP ng or cove I Ing. .:l7:..•e,. BC LL 0.0 PSF CA-ENG responal bl 1 I tY sol el y for the tbsl pie Is'�stt col ng tbl s drawl Ip, I INTI gtes retepptanee of 8351 RoVana Circle responsl bl l l ty of the for pall The sal tabll lty any use of this drawl g for any uAV ctureeIsri t 4..;..t 9 CWC/CWC Sacramento,CA,ncle "p „net per ANSI/Tpl ,set.z ng for any atltittore le the '/�, C• �9a co.. (� TOT. LD. 42.0 PSF SEAN- 33992 For more I nfoti on s thi s f ob's general Mess page and theseeweb J �� ALPI NE: .al pi nal tw.c ; TF1:o .tpi nst.org; WTCA: �I�W.�/Ss DUR. FAC. 1. 15 bcl nd°sery.aaICC:"us..e51 FROM BB lccsafe.nrg Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee --Top chord 2x4 HF #2VERT FY VERT FY, OR - Spe) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TIED BY TRUSS MFR. Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud Special loads 120 mph , 15.00 Fft mean hgt, ASCE 7-10, CLOSED bl dg, Located (Lumbero71 Fac.t1.25 / toPI ate 71Dp.Fac.=1.15).00 TC- From 71 pl f at -2.50 pl f at 8.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC TC- From 36 plf at 8.00 to 36 plf at 11.19 an=4.2 psf.iBC- From 4 plf at -2.50 to 4 If at 8.00 BC- From 14 pl f at 0.00 to 14 pl f at 8.001 Wind loads and reactions based on MWFRS. BC- From 7 plf at 8.00 to 7 BC- 1073.36 I b Conc. Load at 8.00 pl f at 11.19 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 438.70 Ib Conc. Load at 10.00 load pcord per ked-10 s10. 0n 301.5. Right end vertical not exposed to wind pressure. JT PLATE LATERAL CHORD No SIZE SHI FT BITE Deflection meets L/360 live and L/240 total load. Creep increase [ 6] W3X7 S factor for dead load is 1.50. [ 7] W4X5 2.75 L 4.25 1.25 1. 5X4 III 4X5[7] ■ %0 4-0-11 gra II J " 9-0-0 3X5(A1)= 3X7[6] III 4X5= -2-6-0-� 8-0-0 8-0-0 3-0-8 1"12 11-2-4 Over 2 Supports 3-2-4 R=1032 U=26 W=5.5" R=1485 U=6 PLT TYP. Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ((503)357-'118 FT/RT=2%(0%I)/4( ) 825 N 4th Ave,Waveomehus 011.97113 •'wARNI NGI*•READ MD FOLLOW ALL /R 0 16.01.00.0 imr,,'?..` QTY: 1 OR/- ••IMPORTANT•• FURNISH THIS DRAWING TO ALL ON THIS INCLUDING t _ _ Trusses require extreme CONTRACTORS Inst lI Ing and THE ingTARefer t 1/ - Scal the latest edl ti on of SCSI care In furl. ting, handling, shi ppl ng, ins[aiII �-` to0111164 (Bonding Component safety Information, by TPI ape WTC braclnRefer to and follow R7175- plates iSa these funcfl ons. Installers shall CA) for safetyTC LL 25 0 PSF REF ri RI d cel choral i ng I have properly attached PS vi de temporary tom cn Practices pri or `,� V e 5"/Ft 9 tion shown structural heathing d bottom hortleshaCllhaveUnaess noted efherw,se, /f. 1 465 A LI Ol� se tions Bs, BT or B10, as "cabl car eermapply latplated o each)ft of webs ssa 11 have trod asPlhown roperl abo a attached r BC L J the J^Int Retails, unless notedlothee apply Platen to each face of per Bion 9�9 TC DL 10.0 PSF 91469 truss andDATE 04/20/16 AI pl ne, a di vi si on of I TW Bul di rwl s. Refer drawl ngs 160A_Z for standardplate as shown above and . .J DL 7.0 PSF AN ITW COM crawl ng, any fai ure m bW I d[he'gruss�naconformarcenwl thhgI I TP ��t ons. DRW CAUSR7175 16111062 COMPANY net 7etlon nr bracing of trusses. not,.responsible for ane dPP ati on from this • 1, es for handling, hl epi ng BC LL 0.0 PSF A seal on this drawl ng or cover CA-ENG CWC/CWC 8351 Rovaz1°Circle esel 1 bl I I ty sol el for the depl11gn 1 I stl. t i s drawl I I ti D e use oacceptance ti drawl Profess)y s srgl neer!ng T� 9 res y gn sham. The suAng for any strsetDr<Is the '9/S 0 7,19% Q�;' TOT. LD. 42.0 PSF SEQN- Sa8351 Sacramento,CA 9rce ty of the Bull dl eg Deelgler per ANSI/TPI 1 Sec.2. 34034 For more infotion sthis job's general notes page and these web My/ P DUR. FAC. ALPINE: a1 pl Lei tw.c ; TPI:e minx.epi net.orgi W1CA: .sbci ndustr '�'• W1�� 1. 15 FROM BB si tee: y e ICG www i csafe erg SPACI NG 24.0" ' " JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: vERI FY VERT VERIFY, OR - Spe THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS IONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF #2OG) Webs 2x4 HF Std/Stud Special loads --(Lumber Dur,Fac.=1. 15 / PI ate Dur.Fac.=1.15) 120 mph wi nd, 15.00 ft meanI 19tEXPSCE 7-10, CLOSED bl d TC- From SKCAT TC- From 71 PI f at -2.50 to 71 pi f at 7.94 DL=4.2 psf. wi nd TC DL=6.0 psf,Located ndeBC 36 pl f at 7.94 to 36 pl f at 11. 19 BC- From 4 if at -2.50 to Wi nd I oads and reactions based on MWFRS. TC- 443.83 I b Conc. Load at 7.89 BC- From 7 pl f at 0.00 to 7 pl f at 11.O9 BC- 100.03 I b Conc. Load at 2.00 P In lieu of structural panels use purlins to brace all flat TC c BC- 105.94 Ib Conc. Load at 4.00 OC. BC- 112.37 I b Conc. Load at 6.00 24 BC- 1145,51 I b Conc. Load at 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IRC-12 section 301.5. BC- 736.33 I b Conc. Load at 10.00 Right end vertical not exposed to wind pressure. .JT PLATE LATERAL CHORD [ SIZE SSIFT BITE Deflection meets L/360 live and L/240 total load. Creep 6l W4X8 S 4 25 factor for dead load is 1.50.Nincrease [13] W5X5 S 2.00 6X8= 1.5X4 III ; T -1--- ... i 4 x- 2-10-4 2-11-11 11 4X5(A1) 4X8[6] III J 9 0-0 5X5[13] LE-2-6-0�>i 7-11-4 7-11-4 3-3-0 7-11-4 3-3-0 Imo- 3-3-0 11-2-4 Over 2 Supports R=1385 U=53 W=5.5" R=2205 U=41 PLT Wave Desi gn Cri t: I RC2012/TPI-2007 Components of Ore FT/RT=2%( /4( ) STD szsN TYP.nye, 'on (so3�3s7- 11s '•wARNINDI* O%) 0 16.01 0 Cornelius OR 97113 •'IYPORTANTT +READ AND FOLLOW ALL NOTES ON THIS T _ Trusses FURNISH THIS DRAWING xc TO ALL DRAWING! _ QTY: 1 _ _ require extreme care In fabricating, hantllin IbN7RAGTORB INCLUDING THE INSTALLERS. the latest edltlon of BCSI (6ulldin Com fryer_to _'irli 1/ REF R7175- to performing these extreme ons g point Safety g, shipping, n, Instal land and ng. Refer top chord shall have Instal lees shall psovi de tembradby ) for safetyand follow ``� OR/ / / /O_ TC Scal e ri gitl ceili Properly attached structural sheath' r !1 ha Locations shown for a temporary tomchord A�� sections B3, 8J permanent lateral ng and eotwoom tlo r 10. PSF per BCSI. Pra<t Unless rated otherwPse. rr Qor 810, as restraint of ord shall have a properly att he the Jol nt De[alls, unl es aPPlicabl e. Apply plates to each face f bs shall have braci n9 installed pe ac d s noted otherwise. Refer to drawls 160A Z forsstandardsl a as shown above and Con � $F 91470 t>c� 14659�'P� TC DL0 DATE Alpine, a di vi sl on of ITW Bulltli gs . AN ITW COM drawl ng, any far I ore to bul I d I di ng CsspI nents Group Inc plate posl tl ons. _.J BC DL 7. 4/20/16 R4NY instal 1 atl nn a brad nq of trusses. conformance wl thhANSI/TPI not�j,rosponsi bl a for ass devl ati on from this ` 0 PSF DRW CAUSR7175 16111063 • A sPe en tom s sol nW Or r for handling, hl PPI ng, BC LL 0.0 PSF CA-ENG CWC/CWC 8351 Rovana Circle rosPal auIn is solely for theme COsl�pps"'UN' tnls tlrsrl,p, Ilglr�tes sOcs to resnrnslblllty of the Sul ldl ANSI sultaMllty and usa of this d°Crew,q e3a;,y°Asin°Killro i=pine 9js fC 7, tig99 Q TOT. LD. Sacramento,CA 95828 ^W Designer per 001 1 eel:.z. 42.0 PSF FROM For more inforr tions this ob•s general QSEQN34036 ALPI NE_ .al pi nei tw.corm TPI:e 1tes page and ��.��A DUR. FAC. tpi net.org, WTCA: sbcl ntlustryt com,web sues:ccsafe.org V 1. 15 FROM BB SPACING 24, 0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - OG) Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #1&Bet. Special loads Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) mph wi nd, 15.00 ft mean hgt, ASCE CLOSED bl dg, Located TC- From 35 pl f at 0.00 to 35 pl f at 10.31 120a20wmphe i n , 15, 0I St CAT I I, EXP C, 7-10,0 TC OSED.0 psf,, of ad BC BC- From7. 7 of f at d.at to 7 . fat 38,31 DL=4.2 psf. BC- 297.63 I b Conc. Load at 0.38, 2.38, 4.38, 6.38 8.38 End verticals not exposed to wind pressure. Wind Ioads and reactions based on MFRS. Deflection meets L/360 live and L/240 total load. Creep increase loadom plied checked 12r ectio p3f .5n-concurrent bottom chord live factor for dead Toad is 1.50. Toad mpchord per ked-10 s10. 0n sf o. Truss must be installed as shown wi th top chord up. The TC of thi s truss shall be braced wi th attached spans at 24" OC i n lieu of structural sheathi ng. 4X5= 1.5X4 III 4X5= am1.11 2-9-3 2-9-3 L au : 3X301 © 9-0-0 4X8= 3X3 III 1"12 5-0-2 1"2 5_0_2 5-1-14 E 5-0-2 1,.2 10-3-12 Over 2 Supports R=1073 U=8 R=848 U=6 PLT TYP. Wave Desi gn Cri t: I RC2012/TPII-2`007(STD) Truss Components of Oregon ((503)357- 118 '"WARN■NGI•w READ AND FOLLOW,ALLFNOTES ON THBIS I 4(U) 16.01.00. ,�# 825 N 4th Ave,Cornelius OR 97113 I IPDRrANr•• FURNISH t'rieR0 ' Y: 1 — 1/— — Trusses require ae THIS DRAWING TO ALL CONTRACTORS INCLUDING 271E INSTALLERS. 'S — _ the latest dition ofreme cares lni fabricating, handl I ng, shipping, I nstal 11 / / /R/ Scal R ng Safety In£ormatlon, byTPI pe and braclnsa Refer to tandhe follow ��*''"� �� TC LL 25.0 PSF 7 <a performing thesenn<IanR Installers Component and CO) for fat k, /' X4659�9 •` REF 175 .41111114 n practices prior 91471 fop chCertl shall have pro I Provide temapnrary bracing per RCS■. Unless oted otherwise, TC DL per y attached permanent al heathing d of Web chord shall have a properly attached 1 0.0 PSF DATE 04/20/16 _ iegti ■ling. oocatl Ona shown far permanent lateral o each nt of webs shall have bracing ihown led 1 s lions B3, al Bnl tedppl otble. Apply plates to drawl ng face of truss and .4 L��N I I he Ja1 nt Petal I s, i esssnoted pori<i an as shown above ea;nd`oi', BC DL otherwise. Refer to drawings 160A_Z for standard p,ate posltlons. 7.0 PSF DRW CAUSR7175 16111064 Alpine, a division of ITW Bui l di ng Components Group Inc. shall not be responsible for any deviation from this 141 . AN R.w COMPANY drawl ng, any fol I ere to bei I d the truss I n conformance wi th ANSI/TPI 1, or for handl IBC LL nstallatl on A bracing of trusses. ng, shipping, '' 0.0 PSF CA—ENG CWC/CWC Aeseeaal on iib ofawl a or I aeover�n le"Oenmg ttlhilossdi awl ng, I ndl sates acceptance es cee drawl ng profess!anal ng 9 ,FC, 9g9 respanel Gl II Y R far din demi g rues near! /, 7Q4r' TOT. LD. 42.0 PSF SEAN— 33976 8351 Rovalw Cvclene earl goer per ANSI ilei 1 See,2. ^e far any structure I s the Saaamentq CA 95828Far more r�gNWC�� DUR. FAC. 1. 15 ^formation sthis Job's general notes page and these web saes, FROM BB ALP,NE: wow.al pi nal tw.corn; TPI:a www.tpi nst.org; WTCA; www.rbcs ndust ry.com; ICC: www.i ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF— 1VPZ7175Z01 (0476754--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - 0) Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean ht, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT I Ig, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. End verticals not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24 Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE Truss designed for unbalanced snow load based on Pg=25.00 psf, No SIZE LATERAL CHORD Ct=1. 10, Ce=1.10, CAT II & Pf=21.17 psf. I[12] W1.5X4 SSI FT 2IT5 2.25 4 r-- 4X5= 1.5X4 III 3X3= 1.5X4 III 1,_ .. .., III I ____ 11,111 ■ 3X5(R) III -�i9-0-0 3X7= 1.5X4[12] III T 1-10-8 4-2-10 6-1-2 4-2-10 1-10-8 I 4-2-10 8-5-4 I 10-3-12 Over 2 Supports R=439 R=439 U=3 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FTruss Components of Oregon (503)357-'118 w•WARNINGI*•READ AND Eaton ALL TM%(UORA/ie�Nc 4(D) 1 b.01.00. ��f!r 4T�/; 1 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 ••IIWORTANr•• FURNISH THIS DRAWING To ALL • Scale =. 5"/Ft. Trusses requl re extreme Aping,DI nst INCLUDING and THE INSTALLERS. `'� the latest etli ti on of SCSI`(RUIltli ng ignati ng, handling, shl ppi ng, Instal Mrg and bract ngRefer to and follow Y to performing those functions. Installerpoo"shal�afety Ie temporary byTPI / TC LR7 - L 25.0 PSF and wrcR)forsafetyREF 104 Aggilbk pracaa tac prior 14659�'9 91472 top chord=Hall have psowiae remanrary bran ng per ecs1. um Unless noted rne.wlse, TC DL 1 0.0 PSF properly attached structural M1eathing d bottom chord shall have a properly attached r DATE /20/1 6 _ reCitl Ili^9. Uacatl ons shown for permanent lateral restral nt of webs shall have bracing i stalletl per RC51 A [ions Ii 87 ane, a shown for e. Apply plates to seachtra face of truss and poli Llan as insta above and o _ A ,PONI' '\ III 1 the Joint Clete'Is, te===nted otherwise. Refer to drawings 160A-Z for standard lateshown " • ' y BC DL 7.0 PSF \VI Al pi ne, a m vi si on of I TW Bul I di ng Components Group Inc. shat I not bar p °°_'t`°"s� DRW CAUSR7175 16111065 drawing, any failure to build the truss in conformance with ANSI/TPI 1, orpiorihantllinge for a"shltlppingion from this .:: ..... BC LL AN ITW COMPANY i natal ata on R bract ng of trusses O.O PSF CA-ENG CWC/CWC A asci on this drew;cif:cover lq 9 V 8351 Rovana Cvcle respells!bi 11 ty�ol eI the awl gn sham. The 801 t EI 1i evv:use uof thi ae rof proo soon y o ehpl need np �/ QFC 7.19$ QQ� TOT. LD. 42.0 PSF SEQN-- y or the lwllding De:lgner per ANSI/TPI 1 Sec.2, nY sttNcture Is the W A3 3978 Sacramento,Cna 95828 For more i nfnOW an see tM1i s ob's n 1. 15 ALPINE: were. neitw.com; TPI: ) general notes page and these web sites: ��W. DUR. FAC. FROM BB www.tpi nst.org; oTCA: waw.sbci ndustry.cony ICC: www.I ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -WIndWOOd Mas 1245 Snd Top Chord 2X4 HF #2 Hee - VERT FY VERT FY, OR – FG) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud 2 COMPLETE TRUSSES REQUI RED Speci al I Dads Nail Schedul e:O.120"x3", mi n. nails - (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1. 15) Top Chord: 1 Row 512.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) TC- From 71 pl f at 4.23 to 71 pl f at 7.9q Webs 1 Row o.c. TC- From 71 pl f at 0.00 to 71 pl f at 4.23 BC- From 7 plf at 0.00 to 7 plf at 7.94 Use equal spacing between rows and stagger nails TC- 124.4100Ib Conc.Load Load at 1.001 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BBC- 1476.35bl boConc. Loadtat2 3.00 BC- 54.04 I b Conc. Load 4.00anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC DL=q•2 psf• BC- 54004 Ib oncLoad ata00, 7.00 Wind Ioads and reactions based on MWFRS. 1BC- 109.14 I b Conc. Load at 6.00 In lieu of structural panels use purlins to brace all flat TC w 24" efl ecti on meets L/360 Iive and L/240 total IoDad. Creep increase factor for dead Ioad i s 1.50. OC. JT PLATE LATERAL CHORD Nos] SSIZEE SHI FT BITE [12] W4X5 S 3.75 S 1.75 5X7= 4 1-- Ell1.5X4 111 T T im, min � 1-7-7 . 1-8-14 i _i___ 3X5[5] III +9-0-0 3X5(A1)- 4X5[12] 4-2-12 4-2-12 3-8-8 4-2-12 3-8-8 3-8-8 1<----------________7-11-4 Over 2 Supports R=1898 U=68 W=5.5" R=2086 U=38 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2%(0%)/4(0) 16.01.00.0 825 N 4th Ave,Wave Cornelius OR 97113 •'WArtNI NGI*•READ ARD FDLLDN ALL NDTES QTY 1 1/_ _ _ ••IIWDRfANr• FURNISH TRIS DRAM N6 TD ALL DN THIS DRAWI NGI _ ( 41". - Trusses requl re extreme care in faI natio-, handZItFi ng, shl Instal NCLUR NG TME INSTALLERS' t�•" the later}etll}Ion ofSCSI one aP g, per and bracing. Refer to and follow `�:�*" TC RR7175- 91473 to pIatesting these f (Building Component Safety Inform tion /'_ LL/ e�— / /R/ Scale 5"/Ft top chord shall have nctl ons. Installers shall provi de tem by TPl are WTCSI for safety tedpractices prior v properly attached structural sheathing and bootttombracchors aII Unlaes noted ttachedse, .� A L ��N T. sict;enslBa orc8810, assappl far eermApply plaeeal r hall tion pshown 14659 9 TC DL 04/20/1 6 PSF REF [he Joi n[Bpetailsr ess notetl'otherwl se. Refer[o tlrawlnai nib�A webs shahave braci ng�nstal�edttached cabl 0 0 PSF DATE PPIy plates to each face of truss and poop}ion shown on fronticSI on BC DL AI sal noel a tll vi sl on of I TW 8ui I tli gs Z far stadard sal ate pall tions. 7.0 PSF AN BTW COMPANY drawl 9at1 n Rabracl ng ofutrussee trust neconformance wi thhANSI/TPI b1,rorpFor'handl I., shdevi ati on from this ~ DRW CAUSR7175 16111027 A sol on this CraniPPI ng, BC LL 0.0 PSF CA-ENG CWC/CWC M or cover ng, 4:._.e' 8351 Rovana Circle respoonl bl l l ty tel el y r the p�I I eel ng thl sed tab!I I ty MI sates acceptance of profess!any n srgi leer'ng 'F °sellg shawl. the y ant use of t's area, 9 " TOT. LD. 42.0 PSF Sacramento,CA 95828 ty of the RUlldl Ra Peel Deer Per A1151/ryl 1 See.Z. ng for structure Is the 9�4„�qe,7.t5$ .44 SEAN— 33997 ;or more info tiara s this;ob•s general notes Page and these web CID DUR. FAC. ALPINE: .al pi eel tw. TVI:a .epi not.org: WTCA: sbci ndustry. icc: iccsafe.erg W GN 1. 15 FROM BB sides: SPACING 24.0" JREF— 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR Top chord 2x4 HF #2 Sp) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Bot chord 2x4 HF #2 Special loads 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bi d (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, Locatedwi ndBC TC- From 71 pl f at -2.50 to 71 pl f at 1.85 anyw.2 psf.iBC- From 4 plf at -0.00 to 4 If at 7.904 BC- From 7 n f at 0.00 2.000 7 pl f at 7.94 Wind loads and reactions based on MFRS. BC- 6.85 I b Conc. Load at p BC- 91.74 Ib Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. facfecti on meets oad6i 11.5e and L/240 total load. Creep increase factor for dead I oad i s 1.50. R=114 U=12 4 I-- �� i 9-7-13 . J ► 0-11-5 9-0-0 2X4(A1) 1•- 2-6-0 I 1-10-3--->1 ---___________________6-1-1--------_______,J 0-3 b-1-1 I I� 7-11-4 Over 3 Supports R=394 U=42 W=5.5" R=100 U=3 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2B/o(O%)/4 825 N 4th Ave,Cornelius O 97113 "WADI NGI"creno AND stow ALL rarEs ON THIS DRAWING! O) 16.01. OR/-/1/-/-/R/- Trusses requl rel µ**• FURGl**TRE DRAWING ALL CONTRACTORS INCLUDING THE INSTALLERS. — 175- 91474 the latest etli ti oneofrBC51 me care (Builtli ng Component SafetY, handl I n9nfohmati on, nsTPlla yR7 to performing these Functions. Installers shall pe and bracing. 5 notedot to the follow `� 44166 fop Iatetl shall psovi de tempora by and WTCA) for safetpracotl ces prl or TC LL 25.0 PSF REF Ir e /Ft !1 o id a properly attached structural heathln d temporary bracing persalI have erly ttachede, �. 1 4859�7 .4��w secnI ons B3, B>Locations shown for permanent lateral g e oft chord hall hav proper) ave and on BC I`VIr B10, as applicable. Apply plates toeeach lFace trussaand hp the Joint 0etalls, unless noted otherwise. Refer to drawly to have brae Instal I. osi t'to po 9s Z for standard plate as shown above attached r BCSI t _ TC DL 10.0 PSF DATE Q 4/20/16 AlAI pine, a di vi sl on of I TW Sul I di ng Components Group Inc- seal I posl tl ons. �- I drawly DL 7.0 PSF DRW CAUSR7175 16111028 AN ITW COMPANY I ns a g' any Dal I ure to bui I d the truss i n not nor for baa for any devi atl on from thi s i II, nn&brad ng of trusses. conformance with ANSI not 1, es Por handlin A sasl on tel.Cfo l shlpping, ..... BC LL 0.0 PSF CA-ENG CWC/CWC A S..J sl DI 11 ty sol el'yprec the Gasp p�slp.n�thi o dl ool ngI,tI el sates use Oeeop s drarl ng forsany structure 1 s"ihe v 8351 NovenaCvcle rawanalDlllLy or the Bullmlq 4s1p18r per AThe el t iiity 9jSrF. jr�gagQQlV TOT. LD. 42.0 PSF SEQN- sacramento,CA 95828 33941 ALPINE: wwwF�alpinelr more itw.com;t;on Yee tcip�Job's general notes page and these web si tes: 0wr W DUR. FAC. 1. erg; WTCA: www sbci ndustry.com; ICC: www.iccsafe.ore 1 5 FROM BB Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER—HI LLSBORO —Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR — B) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TIED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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 live and L/240 total load. Creep increase desi gn. factor for dead Ioad is 1.50. @ +10-3-13 R=90 4 I-- 1-7-5 i +9-0-0 i 2X4(A1) —2-6-0 >< 3-10-3 >< 4-1-1 J 7-11-4 Over 3 Supports R=442 U=13 W=5.5" R=106 RL=35 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 0OROFF Y:6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ..WARM NGI^ READ AND FOLLOW ALL NOTES ON ns s DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I WpoRTANT.• FURNISH Till S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 9147 5 Trusses require extreme care In fabricat,ng, handl Ing, shipping, Installing and bract ng. Refer to and follow /._ , �� '� the latest editlon of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior Vhf 14659�9�r TC DL 10.0 PSF DATE 04/20/16 II n to perfo rml ng these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shat, have a properly attached rl gl d eel I i ng. Ectad ens show„for permanent I ateral estral nt of webs shat I have bract ng i o=ral I ed per BCSI • I _.�I BC DL 7.0 PSF DRW CAUSR7175 16111029 .4 l OJ`� ecti ons B3, 8)or 810 as applicable Apply plates to each face of truss and position as shown above and on L I the Jol nt Betel l s, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions. Al pi ne, a di vi s,on of I TW Bui I di ng Components Croup I nc. shat I not be responsi bl a for any clevi ail on from tht s BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, sht ppl ng, AN ITWCOMPANV instal laden A bracing of trusses. 94 QFC,7,199 �i TOT. LD. 42.0 PSF SEAN- 33943 . A=seal on thl s drawl ng or cover page I I stI ng this drawl ng, I ndl rates tants of profess!onel enol neer1 ng I s the Q responsl bill ty sol el y for the deal gn shown. The sal tabl I I ty and use of t I s drawl ng for any structureys 8351 RovanaCircle raspmslbl l l ty of the Ilul lding Designer per ANSI/rPl 1 Sec.2. NNW.V"�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see thi s 3 ob.s general notes page and these web s,res: Renews:12/3112017 SPACI NG 24.0" J REF- 1 VPZ7175ZO1 ALPINE: www.al pi nel tw.com; TPI: waw.tui net.erg; WTCA: maw.sbci ndustry.tom; I CC: www.i¢safe.oro (0416154--PARR LUMBER-HI LLSBORO -Wi rldwOOd Mas 1245 Snd Hee -- VERI FY VERIFY, OR - B1� THIS DWG PREPARED FROM COMPUTER I NPUT (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 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive anywhere in roof, RISK CAT II, EXP B, wind TC DL- I oad applied per IRC-12 section 301.5. DL=4.2 psf. b.0 psf, wind BC Wind loads and reactions based on MWFRS with additional C&C member eflection meets L/360 Iive and L/240 total loadD . Creep increase factor for dead load is 1.50. desi gn. R=162 U=9 +.10-11-13 4(r___ 2-3-5 J 00000000000000000000000 +9-0-0 2X4(A1) 2-6-0 5-10-3 l 2-1-1-- 7-11-4 Over 3 Supports R=503 U=3 W=5.5" RL=46 R=112 PLT TYP. Wave Design Crit: I RC2012/TPI-2007(STD) Truss Components of Oregon ((503))357-'118 FT/RT=2o/B(Op/N)/4(0) 16.01.00. I��,S 825N4Ponentth Ave,CotnehusOk97113 •'WARNINGI••READANpFOLLGWLLLNUiESONTHISDRAYINGI -,' ►Rao :. Y:6 OR/-/1/-/- Scale ••IIpORTAMT•• FURNISH TINS DRAWING TO ALL CO - 91476 Trusses requl re extreme a In fabrl cat!ng, handling, sill INCLUDING THE INSTALLERS, the latest editles of eCSIC(Bul'di n Com PPI ng. Installs , R7 to performing these Functions. Ins[alleprsonsbal�a£ety InPormafion, b TPI and bracinga Refer to and Follow 0 ♦ TC LL 25 0 r. top erforchord shall have properly attached structural prove de temporary brad ng and WBCA for safety Ara ed rigid ceiling. Loved o sheathin per alI Unless Deny attacheseor tie s shown 9 and bottom chord shall have tie �� ALPINE PSF 14659 REF 175 �r��_ 1 T. sectI ons 03, nZ n own far eermApply plates! oeeachi fi of fats ssaa have tI on asPshown btl ng n I .„,144(40111.1.1.11111.1 BC DL IU�IrL—�JJ�J�I I`V1 III r�� or Btp, as howl cab!e. Apply plates to the Jol nt petal l s, unless noted oth each face of truss and Position asshown above eand Co Alpin erwi se. Refer to drawings 160A-Z for standard plate Rohl ti ons, TC DL 10.0 PSF DATE 04/20/16 a di vi si on of I TW Hui!di ng Components Group Inc, aha!I 7.0 PSF DRW CAUSR7175 16111030 AN ITW COM drawl ng, any fab I ure to but I tl the truss I n conformance wi th ANSI/TPI bl rosponsI bl a for R4IVV I natal l ata on R bract ng of trusses. any dept ati on from thl s s r for Handling, Hipping, BC LL 0.0 PSF CA-ENG CWC/CWC A seal on tills drawl ng or cover pe pe II sting ng, 9 V responsl bl I I ty sol el y 001 the design goer si tTul tae!l i ty'arnate,ofacceptance i s araayj professi aro! enol Haar!ng '�/ QFC 7,t9�p �4�' TOT. LD. 42.0 PSF 8351 Roma Cycle rospoDsl bl 11 ty of the fO I dl ng Deal n sh pet-ANSI/TPI 1 See.]. for an Q S EON- 33 945 Sacramento,CA 95828Y structure I s me For more Infovrmatton seethis job.s general notes page and these web sItes� 114 NOS DUR. FAC. 1. 15 ALPINE: al pineltw. ton; TPI: tpinst.erg: WrCA: www.sbcindustry.cam: ICC: ites:may I ccsafe or FROM BB 9 Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee - Top chord 2x4 HF #2 VERT FY VERT FY, OR - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud 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 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/3600 live and L/240 total load. Creep increase design. Defter for dead Il e0. Right end vertical not exposed to wind pressure, JT PLATE LATERAL CHORD No SIZE SHIFT BITE 9] W1.5X4 S 2.25 2X4 III P 4 !- 2-11-11 Il i �J9-0-0 1. 5X4[9] III 2X4(A1) L---2-6-0--->i [.(_— 7-9-8 .1"12 L_ 7-11-4 Over 2 Supports R=566 W=5.5" RL=57/-20 R=298 U=3 PLT TYP. Wave Design Crit: IRC2012/TPI -2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2n/n(OB/o)/4(0) 825 N 4th Ave,Cornelius OR 97113 1 ,WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAg71M,1 16.01.00. / ;; ;i� I►TY:31 OR/-/1/-/_/R/_ Trusses FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING t _ !aqui re extreme e I n fabrl cat]ng, handl I ng, shl I n I neral I I THE Ing. Refer �'`/(��„ - the I a[esY edi tion of BCt1 care I di ng Component Safety Information, by TPI and SCS \/! 01 1 -NR7175- to performing these functions. Installers shall pe and bract I Refer to and follow 0/ the cote:shall have pro prod temporary brat )for safety pracotices prior 14659 9 TC L 20 PSF REF e /91477 igid ailing. Locoti onserhowntfo�hetl structural heathi ng d bottom chord shat 5l I havenaess noted thenvi se, Q .4 ^� sections Ba, 6T or 610 ass Permanent lateral restrai of of webs shall have bract ng nstalledt�ached DL IIIIUUUrrr--u---��f r. T10.0 PSF the doint ne�alls, ales=shown for p Apply plates to each face of tress andDATE 04/20/16 noted otherwise. Refer to drawl position post shown aboveeandCon , '_.� BC DL Al pl ne, a division of Inv ruse "gs'6O°-z for standard pl are pose tia�. 7• PSF DRW CAUSR7175 16111031 AN ITW CAM drawl ng, any fol I ere to but I d t i 7,,,Csss'pioneconforma,picenwl thc. hal I not TPI be reesponsi bl a for any devl atI on from th1 s R4NY i nstal I aft on R bract ng of fresses. BC LL for hantlling, hipping �'` -� O.O PSF CA-ENG CWC/CWC resealis nl I hl s drawing or cover page 1!sting th1 s drawing, I ndl cats,acceptance of professional engineering ng V s351 Royanacircle responsibility oolsly for the aealgn mown, The s„I tSec.2 and use of t le drawl for any /S i C 7,t989 Q� TOT. LD. 42.0 PSF SEON- Sacramento,CA 95828Ty of the&n I al ag peel goer per ANSI/TPI 1 Sot z. ngv etrueture I e the y/ 33947 For more Informations this ob.s general notes page and these web ��n.Olt DUR. FAC. ALP'NE .al PI net tw.tom; TPI:e ' 1. 15 FROM BB wssv. ns[.org; wTCA: .sbci ntlustr sues: y.c m; ICC: Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - B2G) Top chord 2x4 HF #2 Special Ioads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x4 HF #2: TC- From 71 plf at 0.00 to 71 plf at 7.94 BC- From 7 pl f at 0.00 to 7 pl f at 7.94 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 124.41 Ib Conc. Load at 2.00, 4.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 2377.30 I b Conc. Load at 6.00 DL=4.2 psf. Wind Ioads and reactions based on MWFRS. 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 I oad. Creep increase JT PLATE LATERAL CHORD factor for dead Ioad is 1.50. No SIZE SHIFT BITE [ 5] W4X8 S 5.00 [ 6] W5X5 2.75 L 1.50 [10] W5X5 1.50 R 2.75 1.5X4 III 5X5(R)[6] % I i 1111111 2-11-11 pp . .. ii. 6 4X8[5] III 5X5[10] 4X5(A1) 2 5-11-4 1-10-4 �I 2-0-0 'I Fc 7-11-4 Over 2 Supports R=1064 U=26 W=5.5" R=2181 U=64 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! Q0� 'OFF TC LL 25.0 PSF REF R7175— 91478 825 N 4th Ave,Cornelius OR 97113 '•1NpORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses redo're extreme care In fabrl call ng, handling, shl poi ng, install l ng and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prior TC DL 1 0.0 PSF DATE 04/20/16 to performing these functl ons. Installers shal I provide temporary bract ng per BCSI. Unless noted otherwise. A�. � + top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri old eel l i ng. Locatl Ons shown for permanent lateral rostra'nt o£webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111015 r, �0�� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on II,AdikhI the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate de ons. BC LL 0.D PSF CA—ENG CWC/CWC I I Al pi ne, a di vi si on of I TN eoi l di ng Components Group Inc. shat l not be rorfor'bre for any devl ati on from thi s drawl ng, any fol l ure to bulId the truss in conformance wi th ANSI/TPI 1, or for handl l ng, shl poi ng, AN ITU COMPANY i o=ral I ati on brae,ng of brassesv TOT. LD. 42.0 PSF SEQN— 34004 A asci on tM a drew)ng or cover pope I I ail ng MI a drawl ng, 1 MI cafes acceptance of premed anal alp,Merl /� i f �9 responel bill ty sol el y for the des!gn show,. The sul tab,1 ty and use of this drawing for any structure Is nthe oft, ``7•'9 QQ� DU R. FAC. 1. 15 F RQM BB 8351 ROv3Ba Circle responsl bill ty of the eel I dl ng Designer per NSI/TP1 1 See.2. V 1Ah W.�Yp sacnamonlO,CA95828 For more informstlon see this job's genera, antes page and mese web s'Res: SPACI NG 24.0" JREF— 1VPZ7175ZO1 ALPINE: www.al pi mei tw.com; TPI: wvw.tpi nst.org; WTCA: wpm sbci ndustry.com; ICC: www.iccsafe.org Ronewo:12,2112017 (0416154—PARR LUMBER-HI LLSBORO -Wi ndWOOd Mas 1245 Snd Hee -- VERIFY VERIFY, OR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 - DG) Bot chord 2x4 HF #2 Special I oads 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1. 15) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- From 71 pl f at -2.50 to 71 pl f at 1.85 anywhere 2 est. BC- From 4 pl f at -2.50 to 4 pl f at 40.23 BC- From 7 nl f ato 0.00 7 pl f at 4.23 Wind loads and reactions based on MWFRS. BC- 6.85 Ib Conc. Load at 2.00 BC- 14.27 I b Conc. Load at 4.00 Deflection meets L/360 Iive and L/240 total load. Creep increase lBoadom liepercIRd 12r ectio psf 5n-concurrent bottom chord live factor for dead load is 1.50. load mpcchordd per ked-10 section 301.5. R=13 +9-7-13 T we 1 �� ' 9_0_0 0-11-5 2X4(A1) 2-6-0 1-10-3— --2_4_9—� �- 4-2-12 Over 3 Supports-->1 R=411 U=45 W=5.5" R=50 U=19 0 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components ofOregon503;357-'118 FT/RT=2%(0%)/4(0) 16.01.00. I�f,+ 0 8R�n Y: 1 1/ 825 N 4th Ave,Cornelius O 97 13 "WARNI NGI*•RFM ARD FOLLOW ALLNOTES •`I IPORfAN* FORMS*TRIS ORA'7 NG TO ALL TRIS IMAWI NG! _ _ _ 479 Trusses requl re extreme T INCLWING TRE INSTALLERS. - ''`` i• _ the 1'test edition of BCSI care Idi ng Compo ng, Safe ng, shippl ng, ins tai1Ing and bracing. Refer to and Follow V / /R/ Scal R7175- to performing these Functions !ns9oilerss shat apron Information, by TPI and WICA)CSI for safetyr TC LL 25.0 PSF REF /F1 . 411 top erforchord spall have psovi de temporary bracng per BCSI. ted otices prior properly attached structural heathin d bottom chord a aepr proper' ttached i 4859 F� _ ri 91d cell' g. Locations shown for permanent lateral r g ryall have r A rail ons Ba, BT o astral nt ofgrope ly attached • TC DL 10.0 .4 I LJJ�1` I� the Joint 3, B7 or Bt0 a appl'cabl e. Apply plates to each face offttrussaa and bract as installed 1 PSF u - I \VIATE 04/20/16 unless noted otherwise. Refer to drawl tbpp_ position a shown above on ' � BC DL AlAI pi ne a di vi sl on of I TW Bul I di Os for standard plate post CI ons. 7.0 PSF DRW CAUSR7175 16111070 drawing, any(allure to bulla the'�russpin conaformancenc.wi thhpN51/TPI bl,roe for hantllin ryl AN ITW COMPANY petal I ati on,,braU ng of trusses. Ponsi b1 a for any deviation from<hi s •, a g, piling, - BC LL 0.0 PSF CA-ENG CWC/CWC A asci °1,', n Pit; breyinp or cove:-.1,°, s rn tM s oraal aj cnpon''blllty au'eIy fpr the aha II'tl 0W, Inoleete' tepee of protea'''I enpl :71 '9/4'11 T�19� QQ�{r� TOT. LD. 42.0 PSF 33955 8351 Rovana Circle reaponsl Id I I ty of the&III dl en er per Tib aul tab'I I ty ane use of t's dray)nW for SEON-- SaCraBleBio,CA 95828 n9 Oesl9ner per ANsI/TPI 1 see,2. any structure 1 a the �w For more Information st=ip'ns b's general notes page and these web cies: r ALPI NE: .al ill net tw, om; TPI:ewww. , ��• DUR. FAC. 1. 15 FROM BB org; AICA: ,sbcl ndustry.c ICC: ccsafe org Renews:12/31/2017 SPACING 24.0" JREF- 1VPZ7175Z01 (041 61 54--PARR LUMBER-HI LLSBORO -W1 ndWQod Mas 1245 Slid Hee -- VERI FY VERI FY, ORTHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 - p� Bot chord 2x4 HF #2 120 mph wind • , 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member efl ecti on meets L/360 live and L/240 total loadD . Creep increase factor for dead load i s 1.50. desi gn. R=78 U=5 i2 +10-3-13 4 1-- i 1-7-5 J' © 9-0-0 —IL 2X4(A1) I` 2-6-0---->L.---__3-10-3----------›.C21 -6_0- I3-10-3 C91 k--4-2-12 Over 3 Supports—H R=430 U=20 W=5.5" RL=35 R=54 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon ((503)357-'118 FT/RT=2°/6(0%)/4(0) 16,01.00. � ,( 825 N 4th Ave,Cornelius OR 97113 `wWARNI NGI w w READ AND FOLLOW ALL NOTES ON THIS DRAWING. :f•\ TY: 1 OR/-/1/-/-/R/-1/_/ _ •'I IWORTAITF• rum SH THIS _ C Trusses requl re extreme care In fabrl ca[I ng, handl l ng,ALL CONTRACTORS INCLIAR HG TME INSTALLERS. ''``� the l rfort ngl th on of 6ct, (s. Ins Canpo ng, Ira i ng per and brat I ngs sent to and follow i, R7 — to performing these functiong Component Safety Informatio, by TPI ntl WnCq / • �� T 20 0 PSFf5 Scale 5 top chord shall have s tache lstr shall psheath tem ) for frog practices prior 14659�"Y ' REF /Ft rs e properly attached structural heaths ng antlabotbomcchorshall havenaess otetl of M1erwi se, Q rlegitl Iling. ooca[i ons shown for permanent lateral r .4 s tinny 63, 67 Properlyove and TC DL 1O.0 91480 �� 1 610, a applicable. q 1 astral nt of webs shall have bracing installed per BC51 � PSF PO `V' the mint oeta115. unless n t PP Y Plates to each face of tress and DATE 04/20/1 o ed otherwise. Refer to drawings t60A-2 for standsPdsplate as shown above and on ' � BC DL 7.0 PSF AI pi ne• a tli vl si on of I TW 80 i dl rg Components hoop Inc shall p°='t'°^_ DRW CAUSR7175 AN ITW COM drawl ng, any Cal lure to ball d the truss I n conformance not be rorpfori h1 a fon any I ppi nth on from this 16111032 ANY Inst al l at,on R bracing of trusses. with ANSI/TPI 1, or for handling, shi BC LL 0.0 PSF CA-ENG CWC/CWC A feel on MIs wraW Ppi^g• Arnevi n nl 1 I i s sol el ng cover eep�n I I wt.ng tel drawl ng, I roll utas acceptance of profess.onel ensl nasi ng / ''19 9 V 8351 Rowena cycle resReltsl billt o The`sul tab.e ty and use or LK1,drawl ng for any structure Is the 9Sr FC, $ QQFir TOT. LD. 42.0 PSF SEAN- 33957 Y of the fort est per ANSI/TPI sul 1 B Sacramento,CA 95828 sec.z. ' Fwnr more IOtero t,nn s this Job's general notes page and them web sties: W.G� DUR. FAC. 1. 15 ALPINE: .alpineltw.c m; iPl: wsvwa .tpinsf erg; WTCA: bcintlustry. ICC: Iccsafe or FROM 1 V g Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwOOd Mas 1245 Snd Hee -- VERI FY VERIFY, OR - D7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. Top chordord2x2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead I oad i s 1.50. 1. 5X4 III —1--- •• 4 x— - 001111111111111 1-8I-14 • V �� 9-0-0 5X4 III 2X4(A1) ---2-6-0—� f�-4-1-0 .1"12 �—4-2-12 Over 2 Supports- R=439 U=18 W=5.5" RL=37 R=109 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2%(0%)/4(0) 16.01.00. � .,� 825 N 4th Ave,Cornelius OR 97113 "WARNI NGI++READ ANO FOLLOW ALL NOTES ON THIS DRArrI NG! ;: •TY: 1 OR/-/1/-/-/R/_ "((PORTANT•+ FURNISH THIS DRAWING TO ALL CO NTRACTORS Trusses requl re extreme care In fabrl ca[I ng, handl in INCtIIDI NG THE INSTALLERS, the I atest edl ti on of BCS( (But I dl g• shi ppl ng, ins tat I I ng and bract ng. Refer to and fol I ow , TCL /]7 to performs n9 Component Safety Information, by TPI and WrCA) for safety >� L 25. R ca e 5"/Ft ng these extreme ons. Installers shall I0 PSF fop odor spall have PS vide temporary bracing per BCS/. n ted oothes prior , ' 14659�'Y gid 11 properly attached structural heathing and bottom chord hall havenaess noted ttachedl �" TC DL 1 0.0 REF 175 91481 9. Locations shown for permanent lateral rostral nt of webs shall have bract ng nstal I yttachetl A 1r.�'1� secSI ons B3, e> B10, s ppl ICabl e. Apply plates to each face of truss t and poli ti on as !��'I■ IILIrL—JAI PSF DATE 04/20/16 the Joint Details, less noted otherwise. Refer to drawings 160A-Z fors shown above 1 ,� BC DL Al PI ne, a di vi sl on of I TW Bui I di standard PI ate post ti ons. 7.0 PSF DRW CAUSR7175 16111033 AN ITW COMR4NY drawl ng, any fab I ure to but I d the truss neconsformancenc.wl thhgNSl/TPI bl,ror for handl I nstab I ail on&bract ng of trusses ponsi bl a for any devl ati on from this BC LL 0.0 PSF ng, shlpping, �'• -� CA-ENG CWC/CWC A sell on this dr.wl ng r cover R.g.IlCCI Ig rasponsl bl 11 ty 1101 ely for the d.sl Bn 11nee11. Tjessdl:p;(itlnmutas aeceyt.Ddr Pr gfUr els,e I ,q 9/� QFC.7,19s°'xQ�;'� TOT. LD. 42.0 PSF 8351 Rovana Circle re°Wnslblllty or the BulId!ng Designeru rend use 0f this drering for e°y 11tr to z the SEON— 3395 9 Sacramento,CA 95828 per ANSI/rpt 1 Sec.2. COFor more Infos tions th;s;ob.s general notes page and these web gN1N, HSe DUR. FAC. 1. 15 FROM ALPINE: .alpinettw. TPI:a tpinst.org; WrCA: .sbcindu[ry.com; ICC:s'vow e5iccsafe.org BB Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI L LSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - CG) Top chord 2x4 HF #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 Special loads 120 mph wi nd, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- From 71 pl f at -2.50 to 71 pl f at 1.85 DL=4.2 psf. BC- From 4 pl f at -2.50 to 4 pl f at 0.00 BC- From 7 pl f at O.00 to 7 pl f at 5.94 Wind loads and reactions based on MWFRS. BC- 6.85 Ib Conc. Load at 2.00 BC- 14.27 I b Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live factor for dead I oad i s 1.50. I oad applied per IRC-12 section 301.5. R=50 U=5 4 �— it *9-7- 0-11-5 13 m I oiooiorgioioill +9-O 0 2X4(A1)= V -2-6-0 1.<__ „1„,____1-10-3 JF 4-1-1 :I k5-11-4 Over 3 Supports-___>. R=412 U=45 W=5.5" R=74 U=5 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FTruss Components of Oregon ((503))357-'118 '•WARNI NGI..READ mo FOLLOW ALLTNOTES ON ZN S( ) 4(Q) 16.01.00. n 825N4thAve,Cornelms01t97113 •'IwoRiArt•• RRwISNTHISORAWINGroALL �+ ;T1�.QTY:2 OR/-/1/-/-/R/- Trusses require extreme c CONTRACTORS INCLUDING THE INSTALLERS. —• e i n 4abri ca[I ng, handl I ng, shi ppl ng, installing and bract ng. Refer to and fol I ne '\� the I ate�t edi ti on of BC51 care I di ng component Safety I nformatl on, by TPI WTCq, for safetyV TC LL 25.0 PSF toperform)ng these fun<t,ons. Instal ors shat IREF R7175- 91 top chord shall have provide temporary bottom andds SCSI brace; prior 1 4659 rl properly attached structural heathin and chord hall have Dred se, �, TC DL 10.0 0 PSF gidncatlons shown for pe manent latera, r gproperly attached DATE 04/20/162 A cert ons 83, Cl or 810, asapplicable. APR! eeach nt of sobs shall have bracing installed H—JI 0 the Joint PetaiIs, unlessnoted cable-iseep Refer to drawl face trusand posttlon as above and7.0 PSF /�'� U is Z for standard late shown r �� .,..� BC DL DRW CAUSR7175 AlAI pi ne, a di vi sl on of I'M BUI I di n9 components croup Inc. seal I not be r p poll tions. 16111034 AN ITW COMPANY drawl ng, any fat I ure to but I d the truss Inc an esponsi bl a for any devl ati on from thi s wwY Installation O bracing o£trusses. conformance<e with ANSI 1, or for handling, hi pp„�. �. BC LL O.0 PSF CA-ENG CWC/CWC A..el on not;of thq er Senor pep.Ilstlrp tSI.drawing, Indlut...c t.nu er roheaorl a InNr1 'F a9 ...4 TOT. LD. 42.0 PSF res8°n1b111ty Solely£nr t I9„SI,pW,,. TT,e smtettlllty Cad o2. ne eroil,In drew,q r r any struciuro In tin. 9/ C,7,tg SEAN— 33949 8351 Rovana Circle I'eeponsl bI I I Ty or the&,I I aI goer per ANSI/iPI T ser:,;, Sacramento,CA 95828 For more Information SrZiQN�r OW' DUR. FAC. 1. 15 gLPI NE: www.al pine!tw.<wn this job's general notes page and these web sires: FROM BB TPI;a .tpi nst.ore; WTCA; www.sbci ndustry.corn; ICC; www.iccsafe.org Renews:12!37/2017 SPACI NG 24.0” JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Vii Mas 1245 Snd Hee -- VERIFY VERIFY, OR Top chord 2x4 HF #2 C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 HF #2 120 mph wind, 15.00 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- I oad applied per IRC-12 section 301.5. DL=4.2 psf. b.0 psf, wi nd BC Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep factor for dead load is 1.50. desi gn. increase R=81 U=3 4 x- 10-3-13 -J 1-7-5 .00111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 +9-0-0 2X4(A1) L--------2-6-0---->L--___3-10-3--------›L____2-1-1--->i -2-6-0 ->1 3-10-3 2-1-1—� 5-11-4 Over 3 Supports--->1R=436 U=16 W=5.5" RL=35 R=79 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon FT/RT=2%(0%)/4 0 (5U3)357- Its "WARNINGI••Run AND FOLLOW O 16.01.00.0�7; ` 0TY:2 OR/-/1/- 825 N 4th Ave,Cornelius OR 97113 ••I BRORTAIn^ ALL OMA ox nils DUDII He, _ _ FORM SH TR s DRAW x°TO C°NlRptr°gs 1 NCLIbI NB Trusses requi re extreme care I n fabri earl ng, hantll I TO, RI-Li I n I TP: I I THE INSTALLERS. t — the latest edltlon of BCS! (Building Component Safety Information, b TPI ^g and bracing. Refer to and fol R7 - 91483 / Scal e to per£orming these functions Installers shat, y and INT'CA) for safety TC LL 25 0 PSF /Ft top,411264 chord shall have proper] o pracoices prior • REF 1 75 pssheath temporary bracing per alI Unless aped tI 1 465 9 F„p TC DL per y nfor pe structural al re ng and bottom chord shall have a properly dper attached �. % 10.0 PSF ig,dceiling Loocae,on shown For permanent lateral restraint of webs shall have bract ng Installed e tl ons B3, BJ Bit, asapplicable. q I ir- DATE 04/20/16 the Jaint Details, lessnoted°them'seep Refer to drawl fors and posltlte aspPa BCoSn _I BC DL L�'�N��— shown above "d 11' 7.0 PSF DRW CAUSR7175 AI pi ne a di vi sl on of I TW But I dl ng Components Group 1 nc. shal I standard pl are posl r.ons. 16111035 AN ITW COM drawl ng, any fab I urs to but I d the truss I n not be responsible For any tlevi atl on from thl s BC LL COMPANY installation R bracing of trusses conformance with ANSI/Tpl 1 or for handl ing, shi A seal on tbls drawl Vpl^g' e:>'-y 0.0 PSF CA-ENG CWC/CWC A seal nl 11 y"9 or cover p ge 11st'fig this drawl 1q siteatents of np neerl ‘F 8351 Rovana Circle res0onsl bl 11 tY sol e1 amoi!I the ng Desi shown. NSI sol tebl I i ty�ned one of thI s drawl ng for anly°A,°it,°cture I en°ne 9� C T, 1989 �v TOT. LD. 42.0 PSF SEAN— "of the �.r ANSI ,Bet.�. 33951 Sacramento,CA 95828 '/ sew Q www. more i^f^ tions Ythis fob's general notes page and these web s,res_ 4>.,. ‘4.C. Cj1tfo DUR. FAC. 1. 15 FROM ALPINE: .al pi net tw.c ; TPI;a tpl nst.org: WTCA: www.sbci ndustry.cwn: ICC: www.I ccsa£e.org BB .-, i SPACI NG 24.0" JREF- 1VPZ7175Z01 • (0416154--PARR LUMBER-HI LLSBORO -Wi r1dWOOd Mas 1245 Snd Hee -- VERI FY VERT FY, ORHIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Cl)C1) Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud 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 Baottom chord per ked-10 s10. 0n 30 5. Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for deadelLd i1e50. Right end verti cal not exposed to wind pressure. 1. 5X4 III i 4 1-- 2-3-11 ra ■ 4_9-0-0 _i__ 1. 5X4 III 2X4(A1) --2-6-0—� I� 5-9-8 .1"12 �--5-11-4 Over 2 Supports----->1 R=493 U=7 W=5.5" RL=46 R=201 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)357-'118 FT/RT=2%(O%)/4(0) 16.01.00.0 825N4thAve,ComehusOR97113 IMPORTANT•WARW ;sH1x5° NI NG TO ALL poresoNrus DRAWI 0%xcl S' ;: .� QTY:3 OR/-/1/-/_/R/_ Trusses requi re extreme care I n fabrl call ng, handl 1 ng, shi CONTRACTORS nnsssal I I ng aCLUDI nd THE INSTALLERS. "orAg`- l I� _ the latest edi tl on of SCSI (euiin n9 Component Safety Information, by TPI and RICA for aper R 7 To performing these functions. Installers shall ^g and bracing. Refer to and Follow TC LL 25.0 PSF top pates shat I have psovl de tem n pracoti ces pri or C� . REF e 175 91484 e properly attached structural al re n temporary bracing pes BCSI. ping instal l attarhetl Q. �� TC DL n Iegitl c cling. Locations shown for permanent lateral r g bottom hors hall have proper) 1 J O 1 0.0 PS U A LPO A 1 E s tl ons 83. 87 or RIO, as applicable eeachl ft eP fets ssaa hpve tract as silo.lbo LL�_JJ�, I`V1y F DATE 04/20/16 the Joint petalls, unless noted otherwlsepplRefertto tloawinh faceoftruss and per BCS/ BC DL 9s Z for tanrlarpdsilate as shown above and 1 _ r 7.0 PSF Al pl ne, a dl vl sl on of 1 TW Bui 1 di ng Components croup 1 nc. shal not be res p posl ti ons. —�+�� DRW CAUSR7175 16111036 AN ITW COM drawing, any fabraci to butru the truss In conformance with ANSI 1 p°^si ble for any tlevi ati on from this ` COMPANY Instal l ati on&bract ng of trusses. es for handling, hi PO no, BC LL O.0 PSF A:..I on true areal q or neverCA—ENG CWC/CWC A eaRl lblllty solely for the deal Ishoat,INtleg Ths t h io drawlng, ,tIissiy a tion p°ceopt al°.Ofpronsanal Regin.srleg 9 rfC y9°� Lir TOT. LD. 42.0 PSF 8351 Ruvaea Circle respmal bl l l tY of the Bul l dl ng Des/finer per ANSI/TPI 1 Sec.2. for any structure Is the / Tt 1t �/ FRON— 33953 Sacramento,CA 95828Q Fpr more Information s [his Jobs general notes Page and tbe�e web sites: 4). IS GNI'Q DUR. FAC. 1. 15 ALPINE. .al pl net tw.com; TF1: FROM BB .tai nst.org; WTCA: sect ndus[ry. o ICC: iccsefe.erg sll SPACING 24.0" JREF— 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - EG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- (Lumber 71rplfcat1-25500 ttoate71 pifaat 11.85 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wi nd BC BC- From 4 pl fat -2.50 to 4 pl f at .94 DL=4.2 psf. BC- From.8 7 nl. at 0.0t 2. 7 7 pl f at 7.94 Wi nd I oads and reactions based on MWFRS. BC- 685 I b Conc. Load at 2.00 BC- 14.27 I b Conc. Load at 4.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 91.74 Ib Conc. Load at 6.00 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 1.50. R=114 U=12 4 1---- rA 13-4-9 1 _ � � 12-8-12 0-11-5 2X4(A1) Li 2-6-0 >i< 1-10-3 L 6-1-1 ::---1 7-11-4 Over 3 Supports R=394 U=42 W=3.5" R=100 U=3 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon FT/RT=2%(0%)/4(0) 16.01.00. s(ts 503)357-2118 •`WARNI NGI..READ AND FOLLOW ALL NOTES DR THIS DRAWINGI t p1FRQ`p 1 OR/-/1/ / ,R/- _ Trusses recite re extreme car CONTRACTORS INCLUDING THE INSTALLERS. E TC the I Trusses edition of eme e I n fabri call ng, handl I ng, silt ppl ng, I nstal I LL 25.0 PSF Scale 5"/Ft BCS <Bui I din Com ng and bracing. Refer to and follow L� REF R7175- 9 1 485 9 Component Safety information, by TPI and ATCSI for safety practices prior �1 to performing these functi ons. installers shall provide temporary bracing per alI Unless noted otherwise, 1 46 59`T TC DL top chord shall have properly attached structural sheathing and bottom chord shall have 10.0 PSF DATE r. rlegltl ceiling. Locations shown F r permanent lateral restraint of webs shall have bracin prnstalletlt[acM1etl Il^ 04/20/1 6 tions B3, it or 810, a applicable. Apply plates to each face of truss and 9 Pear BCoS , 1 BC DL A—JPO III ' the Joint Detai I s, nl esssn°ted otherwl se. Refer to drawl ngs 160A_z for standard I ti to l ti on ab°°e n 7.0 PSF DRW CAUSR7175 16111037 PONI;I Al pi ne, a di vi si on of ITN Bui I di antlartl plate post tions. drawl ng, ng Components Group Inc. shall not be responsible for any devl ati on from this any fai I ure to bul I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, sill ppi ng, •.. _-.• BC LL AN D"W COMPANY ,nstal I atnn a brad ng of tresses. 0.0 PSF CA-ENG CWC/CWC Anseal .n tnls brawl �/ ng or ower pig.Ilstl R R eg q 9j �fC,] 19B°� TOT, LD. 42.0 PSF $EON 33961 pans)bl 1 I ty sol el y far the r page shoNnng ttryhias drawl ng, IDM cat.s aow.tape.of rofessl onal ono'neer) ss 8351 Rovana Circle respensl bl 11 ty or The Ilwl 1 dl owl tab!!!ty and use of this drawl ng for Sey structure 1 s the Sacramento,CA 95828 of Designer per hi sl et t sec,z. .. ^ w For more Infoom Linn s thi s Jets general notesse Opt rW mkPN DUR. FAC. 1. 15 FROM BB ALPINE: .alpi net tow. . TN: .tpi nst.erg: RICA: Sbpcigndust y net:ICC;si es I ccsafe org Renews:12131/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - E) THIS 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC I oad applied per IRC-12 section 301.5. DL=4.2 psf. 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. 11 R=90 14-0-9 4 1-- _ It 1-7-5 12-8-12 2X4(A1) Lc 2-6-0 >L< 3-10-3 >i< 4-1-1---------›1 7-11-4 Over 3 Supports R=442 U=13 W=3.5" RL=35 R=106 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/_ Truss Components oOregon ((971137-.',118 •*WARNI NGI••eEpo AND FOLLOW AU_NOTES ON TMIs DRAW!NG. ON ,D N 4th Ave,Cornelius OR 971]3 ••I NPORTANT•• FIRtNI SH THIS DRAM NO TO ALL CONTRACTORS I HCLUDI NO TME INSTALLERS , •O�•� _ x..- Scal e 5"/Ft. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow � ��' TC LL the latest edltlpn of DCSI <Hpndin Componente� 25.0 PSF 9 Safety Information, by TPI and WTCA) for safety practices prior t.\i�J REF R7175- 91486 to performl ng I thesev fpropir!y (ached sts ctur provide temporary tom hg per all tUa ps noted!S otherwise. TC DL top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rrV 14659�� 1 0.0 PSF DATE 04/20/1 6 rigid eel I i ng. Locations shown for permanent Iateral restraint of webs shall have bracing i nstal I.per ecsI ` - �1 tions 83, 87 or 810, a applicable. Apply plates to each face of truss and position as shown above and o BC DL Aft .PO I� III me nt Detal ls, nl assented otnerwl se. Refer to drawl:pops,16p0A-z far standard late " t 7•Q PSF DRW CAUSR7175 16111038 I' u ' V I ' AI pi ne, a di vi si on of ITN 8u1 di Com _ P post:pi ons. drawing, any failure to bui l d the'�trusspl'n�confermancen ti thANSI/TPI 1,roor foci ran£or ons devi ati on From tri s BC LL 0.0 PSF AN ITW COMPANY I ns[al I ati nn R bract ng of trusses. r for handling, h1 ppi ng, CA—ENG CWC/CWC seal on this drawl a seal nl I I ty sol el y n for cover III wRI Ng th1Aa drawl ng I ndl cotes acceptance of prohssl wu1 alit neer) 9 Ni TOT. LD. 42.0 PSF 8351 Rovana Circle r'aspmsl DI I I ty ar the Rut I dl ng Dost p,er s I Tabl i Ty and use of till s drawl ng for any structure I sl'°he 9, "ec 7.IV QtVS EON- 3 3963 Sacramento,CA 9$828 per ANSI ob. ,sacra. sr,ANw.Ow DUR. FAC. For more n£p ti on sthi=, =general nates page and these web sites: 1. 15 FROM BB ALPINE: al pi nei tw.coat TPI: .tui net.org; WTCA: www.sbcl ndustry.corm ICC: www.IccsaFe.org ReRoNvc:12/31'2017 SPACING 24.0" JREF— 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - El) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Botp chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. load applied per IRC-12 section 301.5. Wind Ioads 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. 11 +14-8-9 R=162 U=9 4 1--- 2-3-5 +12-8-12 / 2X4(A1) L---2-6-0 < 5-10-3 >Lc 2-1-1--- I f 7-11-4 Over 3 Supports >l R=503 U=3 W=3.5" RL=46 R=112 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2°/B(0%)/4(0) 16.01.00. 1 p ,.ORF QTY: 1 OR/-/1/-/-/R/- Truss Components of Oregon ((503)357 3118 ••WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I MParrANr•• F NO!vl TNI s MAW AND ND TO ALL CONTRACTORS 1 NPuni NG THE I NSTALLERs. Trusses regui re extreme care In fabricating, handling, shipping, Instal l l ng and bracing. Refer to and follow v� /� C LL 25.0 PSF REF R7175- 91487 the latest edi ti On Of BGS! (Bull di ng Component Safety Ie temporary on, by TPI and WTCA)for safety T. to performing these functions_ Installers shall provide temporar brawn ted olces prior Qj 14859�'9 TC DL 10.0 PSF DATE top chord shal I have properly attached structural sheathin y ng per alI ena ens noted ttached de, Cic rigid ceiling. Locations shown for 9 and bottom chord shall have a properly permanent lateral restraint of webs shall have bract n P perly abatove and AP L 04/20/16 ��Nsections Ba, BT or BiB, as applicable. Apply plates to each face of truss and ition n installed r BC51 t. ' r BC DL A I I O I ' the Jel nt Petal I s, NnI ess noted etherwi se. Refer to drawl n 16°A- pos as shown and on 7.Q PSF DRW CAUSR7175 1611 039 �'-1 I' I Al pi nen a di vi sl on of I TW Bul I dlroup I gs Z for standard plate posl ti ons. drawl ng, any tali ure to build the�truss�I neconformancenc.wi thhANSI/TPI b1 rsponsi handl for, s devi atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY nstal I ati on&brad ng of trusses, or for handl 1 ng, hl ppl ng, e::, _e'. A seal on thls drawing or cover page Il sting this drawl ng, Indle.tes occ tans of professimsl englnesring .9 �fC g69 �",r TOT.LD. 42.0 PSF rospanl bl 11 ty sol.ly for the aesl gn shorn. The Sul tab,11 ty and use of els drawl ng fpr soy etrhetsro is the /S 7,I Q` SEAN- 33965 8351 Aovana cir„ responsl b1 I I ty of the Rut I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this ob•s T�gMW (E'�Q`Q DUR. FAC. 1. 15 FROM BB J general notes page and mese web sl tes: ALPINE: wal pi nel tw.corn; TPI: www.tpi ns t.erg; VITCA: www.sbci ndus try.corn; ICC: www.i ccsafe.org Renews:,2/31!2017 SPACING 24.0" JREF- 1VPZ7175Z01 ww. (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS wi th additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wi nd pressure. factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W1.5X4 S 2.25 2X4 III Ir ax-- 2-11-11 :11111111111111111111111111111111�J� +12-8-12 1. 5X4[8] III 2X4(A1) 7-9-8 .1-12 fT 7-11-4 Over 2 Supports R=344 W=3.5" RL=43 R=331 U=5 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon (503)357-2118 "'WARNING,•*READ AND FOLLOW ALLT,O EON (DAM 4(0) 16.01.00.0 QTY:6 OR/-/1/-/ /R/- 825N4thAve,CorneltusOk97113 ••,,PORTANT•• MwISNTNISBRAINNGTOALLCONFRACTORSINC,LOCI NGTHE INsuuERs t n $Cale =, 5"/Ft. Trusses requi re extreme fabrlat �4 �C TC the latest edition of BCS,°(Bal!din Component, handlifetyn, shipping, instal land antl bract ng. Refer to and follow to performing these functions. Installersshal�aprno Ieftemptiar, by TPI and WTCSI for ssrn ted oonnes ase. e '. LLR7 04/20/1 b C 25.0 PSF REF 175 91488 1416 top chord shall have provide temporary bracing per BCS,. a ess noted tarwi se, v 1 4659�� TC DL 1 0.0 PSF DATE rigid properly atfor tached structural sheathing and bottom chord shall have a _ ceiling. Locati Goss shown cabl per Anent lateral restraint of webs shall have bract ngpI nstal I eattach /,. sections 83, B) ed A or B10, pp y plates to e"9 face of truss and per BCS, A PIN; �,I'` III he Joi nt Petal I s, unl ess noted otherwi se. Refer to drawl n ,6pA_ Position as shown above and on CA[) R 175 ILi, I \VI g� z for standard late r BC DL 7.0 PSF DRW s 7 16111040 1 I Alpine, a di vi sl on of ITW But l dl ng Comnot s P positions. drawing, any failure to build the truss rIn connformancenwithhANSI/TPI b1,rforihan for any deviation from this BC LL AN Irw eonAPArty neral I atl on a brat,ng of trusses. or for handling, hi ppi ng, 0.0 PSF CA-ENG CWC/CWC A seal on this drawl ng or cover pope IIstl ng, Indlest.N kppt.ne.of aro?alone, 9 TOT. LD. 42.0 PSF rsapansl al 11 ty sol el y for the deal pn Shone. tTj a sat drawl I 1 ty and us.of tilt a drawl nip to;any ntrvcttura' i sntha _n fC 7,1g� Q4{fir 83511toyaB3 Circle responel blllty or the Balldl ng Designer per ANSI/Tal ,See.Z, V SEON- 33 969 Sacramento,CA uy!e For more information s TCHp DUR. FAC. 1. 15 FROM BB ALPINE: www this Job's general notes page and these web sites: .al pi no! tom; TPI:a tpl net.org; aTCA: www.sbcindustr om y` I www i"safe or Rnncwa• ,,,,,,,N„ SPACING 24.0" JREF- 1VPZ7175Z01 (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - FT1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 (**) 1 plate(s) require special positioning: Refer to scaled plate plot details for special positioning requirements. Webs 2x4 HF #2 :M1, M2, M3 2x4 HF Std/Stud: Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 1.50. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hi p trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III r 3X5#i 1.5X4(**) III 15-7-14 12.65 15-7-14 lit 0-0-4 II®� f. 1 2X4 /)% 2X4 III 1 14-8-4 1"12 it Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FTruss Components of Oregon ((503)357-1118 "WARNINGI*•READ AND FOLLOW ALLNOTES2%(O%HIS )R/4(0) 16.01.00. , i ` 'TY:2 OR/-/1/-/-/R/- 825N4thAve,ComelrusOk97113 •'IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS„KLUDING771EINSTALLERS. O O Scale =. 125"/Ft. Trusses require extreme care In fabricating, handlTC LL ng, shipping, Installing and bracing. Refer to and follow 25.0 PSF the latest editsnn of BCSI �Bnnd;n Component REF R7175— 91489 T. 9 ponent Safety Information, by TPI and WICA) for safety practiccs prior ((�� ' • TC DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 14659 fr- ,4111164, top chord shall have properly attached structural sheathing and bottom chord shall have a rigid ceiling. Locatl ons shown for permanent lateral restraint of pInstaly perrhed ff. sections Ba, 87 or B10. as applicable. A I wets swan have branias Ihotallbd dCSI t PSF F� ADATE 04/20/16 Ail I II Q)I ` III the Joi nt Detai I s, unl ess noted otherwl seep Refer drawl nh f 15OAace of trusand position as shown above and on BC DL 7 0 DRW CAUSR7175 16111041 ILII I \VI � AI pl ne, a dl on of I TW Bun di 95 Z for standard plate posl tl ons. drawl ng, n��«�o�e"off Dr°uP Inc. shall not be responsible for any dev;atinn free this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY instal sari on 8,'1:1-'aaci nq ofutrusses. r foreeece wl tM1 ANSI/TPI 1, or for handling, phi 1 n s-' -s' PP 9. easeel Be thls drawl ng or cover peg.II et, thle drawl ,9 'fc��tgs°+ It TOT. LD. 42.0 PSF SEON- 34072 pons)hi 1 I ty sol sl for the des) �� IMI Cates acceptance of'profess)oMl enpl neer)ng 8351 Rovana Circle resPonsl hi l I t y gn eho.a. The sul tebl I 1 ty and use of this drawl ng for any structure I s the y or the Bul)ding Designer per ANSI fri l 1 Sec.2. DUR. FAC. 1. 15 Sacramento,CA 95828 For more i nformatl on see this b•s Sr��N w.C��'Q FROM BB ALPINE: www.al pi nes tw.com: TPI:a 3° general notes page and these web s;res: www.tp;nst.erg; WTCA: www.sb"ndvstry.con; "`' ''wain°safe.erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - FT2) Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total I oad. Creep increase Bot chord 2x4 HF #2 factor for dead load is 1.50. Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hi p trusses. See detail drawi ng HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III i W1 12.65 i • 8-11-11 i 0-0-4 <, D8R Admilmimimmilmiimomdmommid / 2X4 � ) 2X4 III r 8-4-32 Note: Al I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01.00. Rt A 0 QTY:2 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Tntss Components of Oregon (503)357-2118 '•WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��4 RF TC LL 25.0 PSF 825 N 4th Ave,Cornelius 097113 ••IIIPORTAlin• FURNISH THIS DRAWING.TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 91490 Trusses require extreme care In fabri cat;ng, handling, shl ppi ng, installing and bracing. Refer to and follow b 4N the latest edition of°GSI (Bun di ng component safety Information, by TPI and WrCA) for safety practices prior 1485g 9 TC DL 10.0 PSF DATE 04/20/16 T. to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, CC top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached F rigid ce;I i ng. Locatl ons shown for permanent lateral restrai nt of webs shal I have tracing I nstal I ed per SCSI BC DL DRW CAUSR7175 16111042 ,4 r OJ`� I ' sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on _./ 7.0 PSF II[I L I the Joint 6etai ls, unless noted otherwl se. Refer to drawl ngs 166A-Z for standard plate pos;tI ons. Al pi ne, a di vl sl on of I TW Bei I dl ng Components Group Inc. shat I not be responsi bl a for any devi ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to bur Id the truss In conformance with ANSI/T151 1, or for handl;ng, shipping, s'-' •'s' AN ITWCOMRgNV installation&bracing of trusses. f g9 " TOT. LD. 42.0 PSF SEON- 34074 reseal on bl 1 j is drawl ng or cover page 11st!ng this drawl ng, I nal cotes acceptance of profess)anal elpl marl ng C 7,1 solely for the design show. The au'tab)lty and use of this drawing for any structure Is the �SQ� FROM BB 8351 Roma Circle respomsl bl I I or the Bul I dl ng Desi goer per ANSI/fPl 1 see.]. ��4u ee,./.�� DU R. FAC. 1. 15 Sacramento,CA 95828 For more I nforma ti on see thi s i ob•s general notes page and these web sites: fI n V SPACI NG 24.0" JREF- 1 VPZ7175201 ALPI NE: www.al pi mel to.corn: Tel: anon tpl nst.org; WTCA: www.sbci ndustry.con; ICC: www.i ccsafe org Renews:12/3112017 (0416154--PARR LUMBER-HI LLSB0R0 -WI ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - FT3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Webs 2x4 HF Std/Stud factor for dead load is 1.50. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= / 12.65 III 112.65 1.5X4 III 1.5X4 III • 3-10-7 0-0-4 -..1\Ai 1i I j a= 0-0-4 1 2X4(D8R)% 1. 5X4 III 1.5X4 HI 1.5X4 III 2X4(D8R) I, 3-7-13 -I— 3-7-13 J lac 7-4-1 Over Continuous Support ,i PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FTTruss Components of Oregon (503)357-2118 •`WARNINGIw•READ MO FOLLOW TM�(O%) 4(0) 16.01.00.0 „� 7, QTY:QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 I IWOIiraNr•• F A7NI SH THIS DRAM NG TO ALL CONTRACTORS INCL All NG THE I NSTALLFJLS.S DRAWING! t4� F TC LL 25.0 PSF Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow �`` '*� REF R7175-04/20/16 1 the latest edi ti On of BCS! (Building Component Safety Informati On, by TPI and ITCH) for safer /� n to perferml ng these fundi ons. I nstal I ens snag I prove de temporary brace^ ^practti ccs pre or k, 14659�9 TC DL 10.0 PSF DATE top chord shall have y 9 per alI Unless area ttachede, properly attached structural sheathing end bottom chord shall have a properly attached Ct. r reCid ceiling. Locations shown for permanent lateral estraint be webs shall have bracing Insfalled per BCSI BC DL ,4 n O�� I s LI ons Bs, By or 810, as appl1cable. Apply places to each face of truss and pose ti on as mown above and on t 1 7.0 PSF DRW CAUSR7175 16111043 II L I the Joint Detal ls, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions. I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, • e COMPANY a nstan atl on 6 braci ng of trusses. Ar seal on:1114 drawl eq or cover page netlng tIH4 drawn, Indicates aenyytenee of rofesaloral enpineerl '4.0. F 9g " TOT. LD. 42.0 PSF SEAN- 34076 sponsl bl I 1 ty sol el y for the deal gn s11wrn. The Sul tabs I I ty and use of thl s areal ng for any structure In the 9�-e1 C +'. QQ� 00, 8351 Rovana Circle pond DI I I ty of the Bal I dl ne Designer per A18I/rvl t sec.z. V satramento,cA 9ssz8 11 w+C1�Ig DUR. FAC. 1. 15 FROM BB For more Information see this j ob's general notes page and these web sites: ALPINE: www.al pl nei tw.coin; TPI; www.tpinst.ore: WTCA: wen.sbcindustry.con, ICC: www.Iccsafe.org SPACI NG 24.D" Renews:12/31/2017 JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -WI ndwood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - A) THIS 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 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 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 4 R=-39 Rw=19 U=29 I- 11 9-7-13 q i—u 0-11-5 '00000111111111111111111111111111111111111111111 R=7 Rw=20 U=21 2X4(A1) 2-6-0 >l< 1-10-3-2 9 1-11-4 Over 3 Supports R=426 U=43 W=5.5" RL=25 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00.0QTY:9 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503))357-1'118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0°1 •'04 825 N4th Ave,Cornelius OR 97113 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175 91492 Trusses regal re extreme care In fabrl cat I ng, handl l ng, shipping, instal l l ng and brat;ng. Refer to and follow ee�� the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior V TC DL [o performing mese functions. Installers shall provide temporary brad ng per Bcsl. unless noted pthe w;se, w� 14859 F� 10.0 PSF DATE 04/20/16 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attachedcc T. rllggid ceiling. Locations shown for permanent lateral rostralnt of webs shall have brae;ng installed per BCS! BC DL .4 r O`� , s tions 03. 67 or MO, as applicable. Apply plates to each face of trussandposition as shown above and on N 7.0 PSF DRW CAUSR7175 16111044 II L J I the Jo;nt Deta;ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I AI pi ne, a di vi sl on of I Tw Bui Id ng Components Group I ne. shal I not be respond bl a for any de,n atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol l Are t°build the truss In conformance with ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITW COMPANY I nstal I at on&brat)ng of trusses. rasa�orlol Cli":a tlrM np or eovar papa Ibtl tMa draw Ind)Bates sees taros oT proraaalOal enpi hoar)np 'f B9 " TOT. LD. 42.0 PSF SEAN- 33929 y sol H r Nor the tlesl en snow The aNI tan�i ty aha use er t�I s anal np Nor shy struetur.I a me 9/S' c 7,19 t f�i 8351 Rovona Circle responal bl l l ty or the Wal l el ng Designer par ANSI/TPI 1 See.2. j`��*C Ut DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see tm s J ob•s general notes ALPINE: www.al pl mel tw.tom; TPI: www t t Page and these web sues: p'°� org; `"` ab industry c IC `csafe ore SPACI NG 24.0" JREF- 1VPZ7175Z01 Renews•12111/21117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154--PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERI FY, OR - Al) Top chord 2x4 DF-L #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 Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease desi gn. factor for dead Ioad i s 1.50. R=84 U=6 4 r 1� 4_10-3-13 1 1-7-5 N 4_9-0-0 R=14 Rw=28 U=22 VVV 2X4(A1) ---2-6-0 >L 1-11-4 .l< 2-0-7-->J 1.. 3-10-3 Over 3 Supports R=435 U=34 W=5.5" RL=35 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon 503)357-2118 ""WARN/NGI••READ AND FOLIO"AFT/RT ON%(0%)"B"4(0) 16.01.00. 'g18R04. Y:8 OR/-/1/-/-/R/- LL THIS Scale 5"/Ft. 825 N 4th Ave,Cornelius O 97113 •"I NpORTANP• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI ND THE INSTALLERS. li'.`� � TC LL Trusses require extreme care In fabricating, handl in, shipping, instal 11 / - the latest edition of BCS/ (cul 1 di ng Component Safety 1nformatl on, by TPI and 15TCA)rfor nsafetye cacti cesfprl or �� _ to and 25 0 PSF REF R7175 91493 'Ahltto perform,g these Pun°t,pns. Insta,Iers=Wall provide temporary bracing per SCSI Unless noted ethe wise, 1 4659 'Q TC DL 1 0.0 PSF DATE 04/20/1 6 op chord shall have properly attached structural sheath,ng and bottom chord shall have a properly attached r riegld ceiling. Locations shown for permanent lateral restral nt of webs shall have bracing installetl per BCBI .4 FI O�0 I I sections B3, BZ or 1310, as app,i cab,e. Apply pl ate=to each face of truss and posi tl on as shown above and on BC DL eA 1 16 1045 II L the Joint betel Is, unless noted otherwise. Refer to draw, -- 7 0 PSF DRW usR� 75 ll nes 160A-Z for standard plate posi[I ons. I T AI 1 ne, a dl vl si on of I TW eui I dl n?Componecton Group Inc. shat I not be responsi bl a For any deviation fro,,05,s BC LL 0.0 PSF drawing, any failure t°build the truss In Pormance with ANSI/TPI 1, or for handling, S'S pp,n ' ' CA-ENG CWC/CWC AN RW COMPANY i nota,1 ati on A brat,ng of trusses. g. V seal on tAlN drawing or cover peps IISting this drawl np Ind,Ates e�ceptens er 9 'ea 7,ISO Qfir TOT. LD. 42.0 PSF SEAN- 33931 pons)bl l l ty sol el y for the des,gn shown. The sun tabu I Ty and Asa oT this draw ny forsany str'uc'ture I N Ohe /� Q 8351 Rovana Circle respects!m I I ty or the Bbl I dl ng Designer per ANSI/TPI 1 Sec.2. rZq�w.C�a DUR. FAC. 1. 15 Sacramento,CA 95828 For more i n£°rmaei on see tui s)nb s genera, notes FROM BB ALPINE: www.al pl Wei tw.tom; TPI: wuw t t Page and these web sues: pi" .pig; wTCA: www.ab t bb try_ I afe nig Renews:12/3112017 SPACI NG 24.0" JREF- 1VPZ7175Z01 (0416154--PARR LUMBER-HI LLSBORO -Wi ndWood Mas 1245 Snd Hee -- VERI FY VERI FY, OR - A2) THIS 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 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. Ioad 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 Ioad. Creep increase desi gn. factor for dead Ioad is 1.50. R=147 U=12 4 �i10-11-13 , 2-3-5 VI R=92 U=11 9-0-0 / 2X4(A1) --2-6-0 >I< 1-11-4 >l< 4-0-7 1,1 5-10-3 Over 3 Supports R=438 U=33 W=5.5" RL=46 PLT TYP. Wave Desi gn Cri t: I RC20�l�12/TPlI -2007`` (STD) Truss Components of Oregon ((503))357-2118 '•WARM NGI••READ AND FOLLOW ALL FNOTEE,S ON2THIS DDRA/WING 4(D) 16.01.00. BRO TY:6 OR/-/1/-/-/R/-Ff Scale =. 5"/Ft. ••1IWORrANT•• FURNISH THIS DRAWING TO ALL coNrRAc7oRs I NCLIIDI Nc THE INSTALLERS. TC L L 91494 Tru regal re extreme care In fabrl call ng, handl) 'ee'v``` the I atest etll ti on of BC51 (Bal I di n Com n9. shl ppl ng, I nsial I ang and bract ng. Refer to and fol low v 25.0 PSF REF R7175-4/ 0/16 n to per£orml ng these fund)ons. I nstal l errsnshal s afety Information, by TPI per NTCSI for safety ted tot ces prior 14659�'9 TC DL top chord shall have provide temporary bracing per alI unless noted ttachise, �, 10.0 PSF DATE 04/20/1 6 ri pi ceiling. Locatlonserhowntforhetl structural sheath)ng and bottom chord shall have a properly attached ecti ons B3, . or Bt o, a permanent lateral restraint of webs shall have bracing installed per BCSI II ^ Sapp)i cab)e. Apply plates to each face of truss and post ti on as shown above and o , ' .�"SII BC DL 7.0 PSF DRW CAUSR7175 16111046 A I1 I)N III the Jol nt Detal l s, unl esssnoted otherwl se. Refer to drawings 160A-Z for standard plate positions . ILI, ' \VI I 1 Al pine, a dl''al on of 1 TW eul 1 di rg Componeces Group I nc. shal I not be respond bl a for any tlepvi atl on from thi s ..:.- BC LL AN ITW COMPANY drawl ng, any fall are to build the truss i n fonnance wl th ANSI/TPI 1, or for handling, shl I n 0.0 PSF CA-ENG CWC/CWC R4NY i nst al ati on&bract ng of trusses. pP g. v • A es«I on this tlrewi ng or cover pep.l 1 etl this drool np „y,utas x t000.er rofeohI ons, COO)nserl \\*.....4t. •FC,7,1989 ti,�' TOT. LD. 42.0 PSFpos)blnty sol ely TAthe design ehoen.The sol tebi l i t nd 100 or Thisdreen g for � Q SEON- 33933 8351 Rovana Circle rosponsl bl 11 Ty or the Bol I dl ng Dealgoer per AN51.'PI 1 Sec.2,a 'q structuro 1 anShe . Wy p Sacramento,CA 95828 For more information see this ob. `'��n,C�p4 DUP. FAC. 1. 15 FROM BB ALPINE: waw. I ) general notes page and these web sites: a pi n�l tw.com; TPI: www.tpl nst.org; ATCA: www.sbci ndustry.con; ICC: www_i ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" JREF- 1VPZ7175Z01 (0416154—PARR LUMBER–HI LLSBORO –WI ndwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR – A4) 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhDL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. I oad applied per IRC-12 section 301.5. Wind Ioads 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 I oad i s 1.50. 4 I-- R=52 U=3 e 9-7-13 ��-11 <, 9-0-0 0-11-5 2X4(A1)= R=29 0-0-121 0-2-9 E -9-7— 1-11-4 Over 3 Supports 1- R=83 W=4.75" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2°/D(0°/D)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- of Oregon (503)357-L 118 +•WARNIND:•+READ AND FOLLOW ALL NOTES DR THIS DRArINGI Scale =, 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I MPORT/PM!! FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme are In fabrlraft ng, handl ing, shi In installs ` `.t �� LL the latest edition of BC51`(Bul!di n Com at n, ng and) for safety Refer t and f°ll°w TC 25.0 PSF REF R7175- 91495 g ers Component I prod Ie tempo on, by TPI are'BCSI for ted othes Prior 1 ttoppcn chord shylI have extreme care tache ltr shall provide teng and bracing dpers alI unless peted attached se, kI TC DL 10.0 PSF DATE ri gitl telling. Locatronseshowntfoched structural sheathing and bottom chard shall have a properly attached 1 4659�904/20/16 °i ions Ba. . Lo 810, a r permanent lateral restraint of webs shall have bracing installed per BCSI BC DL appl cabl e. Apply pl ales to each face of truss and post tl on as shown above and on �,,+�rC�'�►� 7.0 PSF DRW CAUSR7175 16111047 .4 I Q)� III he Jol nt Detai I s, unl esssno[ed othe wi se. Refer to drawl gs 160A-Z for sandard plate posl tl ons y e p ILI, I \VI I drawl ng, any Pal I ure t'Dul Inds the truss neconformance wl thhANSI/TPI b1 rsponsi bl a for ons aryl ati on from this BC LL AN ITW COWANY I nstal all on&bract ng of trusses. ng, or for handl i ng, hi ppl ng, a --.w. 0.0 PSF CA-ENG CWC/CWC A seal on till s drawl ng or cover page I i sti op thl 8351 ROvana Circle respond b1I I ty solely Bull the dorsi gn sham. The ssul tab!It' and use of this dr of ng sa ynstructuree In the �/ ,�L.' '9�9 �~ TOT. LD. 42.0 PSF SEON- 33935 respensl IN I1 ng Deslgoer per ANSI/TPI 1 Sec.2.and use of th1s drawl _Af. Sacramento,CA 95828 For more Information see thisJobsY`/q4 y�•I�N�Q DUR. FAC. 1. 15 FROM BB ALPINE: WNW,al pl nes Ow.com; TPI: www.tpl nst.org a wTCA:notesmasbcigndust thesee and web siwww. �I O V Y : "`: Ic°safe.org SPACI NG 24.0" JREF- 1VPZ7175Z01 r:Pnou t•12I9157047 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0416154—PARR LUMBER-HI LLSBORO -Wi ndwood Mas 1245 Snd Hee -- VERIFY VERT FY, OR - A5) 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 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=102 U=8 4 F--- rI (.!) 10-3-13 I� 1-7-5 1► -119-0-0 2X4(A1)= R=74 U=2 --1-11-4 --2-0-7--->1 1 3-10-3 Over 3 Supports R=124 RL=21 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(08/8)/4(0) 16.01.00. D 0`4_ TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 503)357-2118 "WARM NGI**READ AND FOLLOW ALL ROTES ON THIS DRAWING! 825 N4th Ave,Cornelius OR 97113 **IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 91496 Trusses require extreme care In fabricating, handling, shipping, Instal 11 the latest edition of extreme ea In f Com y y ng and bracing. Refer to and follow ,- 9 rs Sha I Safety Ieftemporar, b TPI are WTCA) for safety teacoihes prior ff,�/' 14659�'S' •' TC DL 10.0 PSF DATE 04/20/16 to performing these functions. Installers snail provide temporary bracing pand BCrcA) Unless noted pra otherwise, �V top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ►� Algid ceiling. Locations shown for permanent lateral restraint of webs snail have bracing installed per°CSI ,4111h .4 r O`� II i se tl ons B3, B7 or B10, as opal Icabl e. Apply pl etre to each face of truss and post tl on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16111048 �I L J I 1 the Joint Retails, unless notetl o[he wise. Refer to tlrawings 160A-Z for standard plate positions. drawlne, a division of 1TW Building Components Group Al shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC g, any failure to build the truss In conformance with ANSI hTPI 1, or for handling, sM1l ie' �'a• AN RTW COMPANY 1 noon ati on A bract ng of trusses. PP ng, v A seal on this drawing or cover page I lsting this drawl no, Inal utes acceptance of professional .B,In..rin, 9/ 'FC,7t 198°'del TOT. LD. 42.0 PSF HON- 33937 respollsl al l l ty solely ter the design sheen, The Sul Uhl IIty and use of this drawing for any stnstura Is the Q 8351 Ruvana Circle respmsl bl I 1 ty of the&11 I dl ng Desi goer per VLSI/TN 1 Sec.2. Sacramento,CA 95828 For more i nfor,marl on see tnI s j ob•s general notes page and these web sites: r�'�MW*SNA DUR. FAC. 1. 15 FROM BB ALPI NE: .al pi net tw.cam; TR!: www,tpi net.erg; WTCA: www,sbci ndustry.corn; I CC: waw.i ccsafe.org SPAC I NG 24.0" J REF- 1 VPZ7175Z01 Renews:12/31/2017 (0416154--PARR LUMBER-HILLSBORO -Windwood Mas 1245 Snd Hee -- VERIFY VERIFY, OR - A6) 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 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. Ioad 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 I oad. Creep i ncrease desi gn. factor for dead I oad i s 1.50. R=156 U=12 f 4 10-11-13 2-3-5 y 9-0-0 2X4(A1) R=163 11=9 L--1-11-4 >c 4-0-7 k 5-10-3 Over 3 Supports R=124 RL=32 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 16.01.00. ..r;4,9018R04. Y: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 ""WARNI NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! Scale =. 5''/Ft. 825 N 4th Ave,Cornelius OR 97113 '•I IIPDRTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. % Trusses require extreme care In fabricating, handl ing, shipping, installing and bracing. Refer to and follow ♦ TC LL he latest edifipn of BCSi �5 25.0 PSF REF R7175- 91497 ,. to performing these fundio(BuiIdnstaComponent Safety Information, by TPI and WTCA) for safety pracoticgs prior 4� 14659 4‘. 1. Trusses ' TC DL top chord shall have psheite temporary brae]ng per al ena pr noted ttached 1 0.0 PSF DATE 04/20/1 6 properly attached structural sheathing and bottom chord shall have a properly attached _' rlI BId cel I ng. Locations shown cab)for peer Anent lateral restral no of webs shall have bracing installed per Bvsl I I _ [Ions 63, B7 or B10, a pply plates to each face of truss and position as shown above and on �L BC DL Q All II O�� I I I , the Joint petal I s,:on,'esssnoted otherwl se. Refer to drawl ngs 16n0A_z for standard pl ate pos,ti ons. 7•O PSF DRW CAUSR7175 16111049 U I V I drawl ng, a di vi si on of I TW I d the g truss I neGroup Inc. shat l not be responsi bl a for any devi ati on from thi s BC LL g, any failure to build tM1e truss In conformance with ANSI/TN 1, ore."i 'a AN ITWcoMw+NY Installation&bracing of trusses. for hantlling, chipping, v 0.0 PSF CA-ENG CWC/CWC A seal on this drawing or cover page listingthis drawing, indicates acceptance of rofesslonai angineeri 'A/$b QFC,7,1989 Q�� TOT. LD. 42.0 PSF SEAN- 33939 responsl bl l l ty solely for the design ahosn. The Sul tab)lit a drawingp 8351 Rovana Circle respond bl 11 ty of the But I AI ng Desi pier per ANSI RPI i ,2 and use of thl s for any ttructuro 1 a�he Sacramento,CA 95828 For more information see thl s b•s �'��W.V�r DUR. FAC. 1. 15 FROM BB ALPINE: www. I cam Jo general notes page and these web sites: a pi Tel tw.c : TPI: www.tpi nst.org; WTCA: www,sbci ndusfry.comm I CC. www.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z01 _ LR Rev-1 - orcing ve � ber Sbs Li LL, Lion This detail is to be used when a Continuous Lateral Restraint (CLR) T-Reinforcement is specified on a truss design but an alternative web Or T Reinf, reinforcement method is desired. L RelnfOrCE'fient or L-Reinf, ,41 ,\ Apply to either side of web narrow face. , Attach with 10d (0,128"x3,0",min) nails ,, Notes at 6" o,c, Reinforcing member is , a minimum 80% of web ..,„„0.- Notes: 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, • For minimum alternative reinforcement, re-run design with appropite MI reinforcement type. ra \ A 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 2x3 or 2x4 1-2x4 Apply scab(s) to wide face of web. 2 rows 2x6 2-2x4 No more than (1) scab per face, 2x6 1 row 2x4 1-2x6 Attach with 10d (0,128"x3,0",min) nailsNE 2x6 12 rows 2x6 at 6" ac, Reinforcing member is a 2-2x4OIO minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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. (X) Center scab on wide face of web, Apply (1) scab to each III face of web, MN ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWING! t��`� PRO^ J,- ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� TC L L Trusses require extreme= n fabricating,handling, shipping, + PSF REF CLR Subst, follow the latest edition of BCS(in Component Sfetyhot pr Information, by a TPI nd handl SBCARefor safety fer to and 4r 14659 F� practices pylar to performing these functions. Installers shall provide temparar brncln Unless notetl otherwise, top chord shall have properly attached structural sheathing ontl bottom Shortl ... `. TC DL PSF DATE 10/01/14 ,/ , shall have properly attached rigid telling. Locations shown for permanent lateral restraint f webs BC DL /!J��li 0_--Ni- shall have bracing installed per HCS( sections B3,B7 or H10, as applicable. Apply plates to each ince PSF DRWG BRCLBSUB1014 IJ of truss and position as shown above and on the Joint Details, unless noted otherwise. a drawings I60A-z for standard plate positions. •:; -. BC LL PSF AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shot not be responsible for any deviation from •'7"•,../16 this drawing, y Failure to build the truss In conformance with ANSI/TPI 1,or For handling, shipping, j' 989 ‘,.........4 T❑T, LD, PSF installation drawing, , bracing of to sse buil QS A seal on this drawing or cover page listing this drawing,indicates acceptance of professional �wy� f gi any inespon biilityesolely for the design shown. The suitability and use of this drawing ��i•'1�w�� _ 13389 Lakefront Drivestructureresponsibility of the Building Designer per ANSI/TPI I Sec.2, Earth City,MO 63045 For more Information see this Job's general notes page and these web sites: Renews:12/31/2017 SPACING ALPINE, www,alpineltw.conl TPC www.tpinst.orgl SBCA. www.sbcindustry,org1 ICC www.iccsafe,org x -i3 Frame ie-tais Hip Frame W4X4, Min, B NI 1. 24" �_ II ■ - � Common W1,5X3 ` Typ' ' Trusses Typ 'li � ;m-I,IllIIIIIIM E Stepped Hip 2x4 Purlinsimimmolissisi`�. System Trusses 2x4 Chords ■�,rltilillirell`�ME ill Iih :_tb ack r■ -.milli g .m■■■ L.Ilk _ Hip Frame B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-l0d (0.148"x3") W3X4, Min, w Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to 441 hip with 10d common (0.148"x3") %nails B 6" o,c, maximum spacing, Hip frame stops at plumb cut of Hip Frame jacks to maintain pitch continuity. Section B -B x Hip frame lumber is SPF, So, Pine, HF, ' or DFL Standard, Stud grade, or better, *10 ----7! 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, Setback _ _ Stepped Hip System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated. ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hip frame purlins, wwVURNISHIrw READ ANDACl NOTES ON THIS DRAWING/ REF HIP FRAME .wIMPORTANTrw FURNISH THIS DRAWING TO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and w follow the latest edition of SCSI (Building Component Safety Information,by TPI and SUCH)for safety 14659 LATE 10�01�14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord v. shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs _� DRWG HIPFRAME1014 �IL )I -I I P 1 CS/shall have bracing installed per Bsections B3, B7 or B10, as applicable. Apply plates to each face �! J U\\ of truss and position as shown above and on the Joint Details,unless noted otherwise. IN Refer to drawings 160A-2 for standard plate positions CT, •,w. AN/TLV COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from w i this drawing, y failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, y/ •C T,r A'v installation 4 bracing of trusse V` A sent an this drawing or over page listing this drawing,Indicates acceptance of professional Or, engineering responsibility solely For-the design shown. The suitability and use of this drawing v�"••n v 13389 Lakefront Drive for any structure Is-the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 FALPINE, w orel information see this job's general notes page and these web sites' Renews:12/31/2017 w P ww.tpinst.orgi SBCA, www,sbclndustry.orgi ICO www.lccsafe.org