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Plans (4) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Docwnent fll:1VFK7175Z0413134145 Truss Fabricator: Truss Conponents of Oregon .fob Identification: 0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR Modcl Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) BRED PROFF Engineering software: Alpine proprietary truss analysis software. Version 15.01. `�.� C,INFO Truss Design Loads: Roof - 42 PSF @ 1.15 Duration %AF Floor - N/A O 1B575P Wind - 120 MPH (ASCE 7-10-Closed) 04 13/2015 Notes: OREGON 1. Determination as to the suitability of these truss components for the 9 �1) sa '19- structure is the responsibility of the building designer/engineer of ROL.D W.�►� record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 fzeGaroldtW30Heal Details: 12015EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12030EC1-HIPFRAME- Submitted by GWH 13:40:44 04-13-2015 Reviewer: GIN SS # Ref Description Drawin # Date 1 61450--A 15103106 04/13/15 2 61451--B 15103107 04/13/15 3 61452-41 15103108 04/13/15 4 61453--82 15103109 04/13/15 5 61454--B3 15103110 04/13/15 6 61455--C 15103111 04/13/15 7 61456--C1 15103112 04/13/15 8 61457--D 15103113 04/13/15 9 61458-41 15103123 04/13/15 10 61459-42 15103114 04/13/15 11 61460-43 15103115 04/13/15 12 61461--D4 15103116 04/13/15 13 61462--E 15103117 04/13/15 14 61463--E2 15103118 04/13/15 15 61464-46 15103119 04/13/15 16 61465--G 15103125 04/13/15 17 61466-41 15103158 04/13/15 18 61467--G2 15103124 04/13/15 19 61468-43 15103159 04/13/15 20 61469--G4 15103126 04/13/15 21 61470-4 15103127 04/13/15 22 61471-41 15103128 04/13/15 23 61472--H2 15103136 04/13/15 24 61473-43 15103139 04/13/15 25 61474--J 15103141 04/13/15 26 61475-41 15103145 04/13/15 27 61476--X 15103120 04/13/15 28 61477--CG 15103150 04/13/15 29 61478--CG2 15103121 04/13/15 30 61479--CJ1 15103122 04/13/15 31 61480--CJ2 15103152 04/13/15 32 61481--CJ3 15103153 04/13/15 33 61482--CJ4 15103154 04/13/15 34 61483--CJ5 15103155 04/13/15 35 61484--CJ6 15103156 04/13/15 36 61485--CJ7 15103157 04/13/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - A) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywh-ere in Top chard 2x4 DF-L #2(g) roof, RISK CAT 11, EXP B, wind TC DL.4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #2((g)) Webs 2x4 DF-L Std Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" dleep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and U240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. Fasten rated sheathing to one face of this frame. 4X5= i/ / \ 5-6-0 12 �/ \�\� 12 1-0 0 �1 L.1'-.j s—o-0 F6_"I 8-0-0 G tl 4-6-0 I 4-6-0 _I ----9-0-0 Over Continuous Support -� R=117 PLF U=27 PLF W=9-0-0 RL=14/-14 PLF Note: All Plates Are 1 .5X4 Except As Shown. RED PROFFS Design Crit: IRC2012/TPI-2007(STD) S, OR/-/1/-/-/R/- Scale =,375"/Ft. PLT TYP. ITWBCG Wave FT/RT=2% O% /4(0) 15.01 . �1 •wlARNINGI"• REM AND FOLLM ALL MUTES ON THIS DURING' C9 A�1 2 TC LL 2-5.0 PSF REF R7175— 61450 Truss Components Of Oregon l503)357- 118 e•I�Rr,,Nr" FMISH THIS DRRING TO ALL cuMfRACTURS INcu1DING THE INSTALLERS. 19575 P 9 825 N4th Ave,Cornelius Olt 97113 Trusses rogalre a V ,aarw In fabrl ating, nantll,nR• anlpping• Imtall Ing aM braaing• R.fer to,nasiallaw r TC DL 7.0 PSF DATE 04/13/15 ° laeesc etllclon or SCSI (Bull tl l r.g canponent safety Infvrmetivn. by TPI ane BTG7 for—1-1prect pylar BC61. 11n1°„n -1, .1—. BC DL 10.0 PSF DRW CAUSR7175 15103106 o perror.leg inose funeelans. Insullars sn.11 pr eewpo rary ng P° ova to cop crortl Snell ns a properly eCCaahetl strueturel .neem lrq antl bvt[nw crortl sheaVl n a properly a ecnetl I Id cellln Locnelom sown far permenarrt lateral reserelnt of woof snail h o br:c . Im,t.11etl Per SCSI 0 13/2015 rr---- r e s B3,gB]or 810. na•appllepbly. Apply plates to each fete ar t and poaltlon e,shown above a,w a ALQPE�'i� II— " ro d ativ.r.l,.. R.rer to tlrewlrga 16oA-L.a�'at,ntlartl plata pasltlan,. OREGONBC LL 0.0 PSF CA-EnG GWH/GW I LL_7� Alp Ira. a tllv,s lun of ITB Bulltl lnR Components GruuP Inc• 'Tall ^"t ne °sWnslble fur any eevlatlun true this tlrawing, any fells.t -III th.t�,. In�°nra ne ae.Itn ANSH�TPI ,.`ar tar n.ntll ITR, ,hlpping, y tee,, su,tisk �P TOT.LD. 42.0 PSF SEQN- 160113 AN ITW COMPANY I to n.cion&braeinga.P crussea. pf praf.0 lord.eq le,.arlp `w, N A—1 pn thb drrlllR pr aay.r p.G.II-Im thl.erwlnG, Iltlle.ta.....P.— O�D r.• " DUN.FAC. 1 .15 FROM I KE r.eponelDlllty Pfl athe Bull Id IW Reel. Pr ATi-V 17DIBept2.�u..of Nl.tlrawlrq rpt any etruefirr.Is iM 8351 RuvmwCim1c Int°rw.Iipn s°this 3abb genera, ,page a,.e inose wee slces. Renewal date6130aOIS SPACING 24.0" JREF- 1VFK7175ZO4 Sulwncnlo,0195828 F°' Icm www.'°<+ar°•erg ALPINE: www.alpineltw.can: TPI' w .tPlnat.org;WTCA: w.w.sbclntlusiry.can, 'A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - B) Top chord 2x4 DF-L #1&Bet.(gg) :T2. T4 2x6 HF #2: 120 mph wind. 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #2(g) :B3 2x4 DF-L #10.1.(g); roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W2 2x4 DF-L 01&Bet.(g): Wind loads and reactions based on NIWFRS with additional C&C member design. :M7, MB 2x4 DF-L #2(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladlee on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" dleep X 3.5" See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Shim all supports to solid bearing. load Is 2.00. T2, T4: Provide lateral bracing for inset top chard member. 4X5-- Attach nailer or truss at edge of lower roof diaphragm, or use purlins at 24" oc. 12 F_ / �\ \ 3X5-� MS 3X5— M7 a) 2 i (a T4 712 11-2-8 / / \ 12-5-8 T2 4X12 i \ 1-0-0 83 10-1-2 T �✓ 1-5-0 1-0-0 ,�� ` ` / / g 5X5— 3X5(R) IIIB-e-z 1 2X410 3X7�� o-s-a 1-0-0 -5-0-8 3 E 5-0-8 8-0-0 10-8-8 4-3-8 4-0-0 21 10-6-81-3 8-5-8 -0- 8 8-11-2 9-0-0 5-6-0 5-0-8 8-5-8 19-0-0 Over 5 Supports R=177 Rw=231 U=106 W=5.5" R=99 PLF U=15 PLF W=5-0-8 R=452 U=94 W=5.5" RL=235/-230 R=76 PLF Rw=114 PLF U=58 PLF W=5-0-8 R=645 W=5.5" Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 15.01 . �F3 FIR FFS OR/-/1/-/-/R/- Scale =.25"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) Tnzss Components of Oregon 5031357- 118 "WJ(NINGI" READ AND FOLLON ALL NOTES ON THIS DRABIMGI � �G IN e,t� O TC LL 25.0 PSF REF R7175- 61451 h 1 ••I�DMrAMf•• FIAWIsH THIS DRMIW TO ALL CCKMACMRs MU I G THfi INSTALLERS. A 835N4t Ave,Comeliu 97 13 Tru ,aw,re»t see ar In f,br,cavnR. „am„ne• +hlpv„q, Inat,nlnR aw br,einR. anter m and ranuw 19575P r 9 TC DL 7.0 PSF DATE 04/13/15 w lar.st edition ofrSCSI `(Bu"I”Covponent sefoty Infor„etlon, by TPI entl IACA) f r safety prac<Icee Prfor (' o perrorninR tnese/unctions. Installers s sll prov,de cemporsry br, nR per Ilc51.°Unlass nocatl other.ise. prd shall n e properly a tech o s rel s e 9 e^tl betton`1hortl s all he a properly a t—so' BC DL 10.0 PSF DRW CAUSR7175 15103107 rIgIO tailing. Lucnclona shorn der parnenan["late re lerewirolnt of webs he n neve brec l,q ynatniletl`per eCsl ct,o„s B,, B,nr B,D. ,s epplicabre. Apply plates to ac�„fISD-Z Lr” ntl Pneplot.' now aba„e 0 ,13/2015 BC LL 0.0 PSF CA—ENG GWH/GWH a Illf�jr=� tM1e I.,nc 3, 87 o unless nocnd atharvvi sa. Rerar co tlrae�rga i6DA-Z fora endertl pisco positions. — alpina. a d,o,elen ar ITB Bullaing Components Group Inc. shall „oe be raspunalble fur any d—tlon true chla OREGON drering: eny re„urs.bu;,d she t uas ,n eun,urmnrw.r' h ANSI/TPI 1, er ret hantlliro, ahipping. .4 TOT.LD. 42.0 PSF SEQN- 160201 AN 17W COMPANY sea n etlan&o' "g or ir"esea. �e�.20.19 G� An,rl sn this ers.lro or eewsr P,Rs I lstlro tM,tlrwlro, IMIUW satl.Pe.ma.of proM1s,lolrl srolmrlro O N DUR.FAC. 1 .15 FROM I KE rsappne,bl l Ity m1elY for els tlaeipn ehovl. T1s sultabll Ity eM use of UI•tlrMlro far sny,trvcwrs Is the L.D . rsepon„bIIICY°!tl,s Ru,Itliro assip,sr Pr AMSI/TPI 1 Sso.l. M351 Remnu Circle „a th—.eb a. SPACING 24.0” JREF- 1VFK7175Z04 S�urenunlo,CA 95828 For nova mrorm,t,on a c soba g9--1n p.ge e ALPINE:www.elpineltv.cem: TPI: w .tpln,t.org:BTf,A: wms sbcl ndusery.con. ILC.www urg Renewal dale 6I3012016 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - B1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) :B3 2x4 DF-L #1&Bet.(g): roof, RISK CAT 11, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4 2x4 DF-L #2(g): Wind loads and reactions based on IRWFRS with additional C&C member design. :WS 2x4 DF-L #1&Bet.(g): I load and 0.22 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.07" due to " glue to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5, load is 2.00. Shim all supports to solid bearing- 1.5X4 III 4X5(R) III 3)(5 00- (a) 11-2-8 12 F_ 1 .5X4 III 1 .5X4 III �� / 3 X 5 //� 9 9 L B3 \ 10-1-2 1-0-0 // + 1-0-0 !� 4X8(R) III \ 5X5= 3X5(R) III 4-8 -8-2 1— 0 T J 4X5(R) 4X5 III 1-0-0 10-6-8 �c---8-5-8y<� 476-0 5-8-5 7"12 4-1-12 4-0-0 5-6-0 5-0-8 10-2-8 8-9-8 5-6-0 5-0-8 8-5-8 19-0-0 Over 3 Supports R=560 U=15 W=5.5" R=402 U=45 W=5.5" RL=209/-204 R=967 W=5.5" Design Crit: IRC2012/TPI-2007(STD) Q PLT TYP. ITWBCG Wave 9 FT/RT=2% O% /4(0) 15.01 . 3 �� OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357- 118 "RARNINGI Ye READ AND FOLLON ALL MCFES ON THIS DRA�INGI 0�5 �G I NFF� OZ TC LL 25.0 PSF REF R7175- 61452 825 N 4th Ave, ofOr11US O 97113 .ailq,gnAyT.. nAwISH THIS DRA/ING To ALL VINTRAGTOn IIiWDIM0 TMfi INSTALLERS'° Tru rnary,re c e•e err In rabr watlny, handliny, snipping, ln>tall,�ane braeinN. Ruler t a-ruiluw 19575 P TC DL 7.0 PSF DATE 04/13/15 e lataat eget lonuofr aesl`(Gulleing Campane S.fety Informatl°n, by TPI a 'NTG) for safety pract s prior r o performing chase functions. Installs all pro.,ide cenporary brat lug per tlCSI.aVUnleea not1d oWra lse. -P re ane11 ha e Pr°parly a to—d> rel id° >n.atn,ng ane batter•p Halo Eraclr°i°rear y<a`a°°tleSl 8C DL 10.0 PSF DRW CAUSR7175 l s103108 t e rigcell l,g. Locnilom snoen`Cor pernenen[lateral re>t rsln[of webf snall'hav g ° above n �� >ect,ons g7. 9,cr 9,D, ere e°ppllc°bra. Apply plattsoteo+a<n fora err trp`,Y nd Pa^ltl°n�:zp.i, a"°° 0 13/20 l5 BC LL 0.0 PSF CA—ENG GWH/GWH Q IIIL==-+ tea Jo enc D°t97 unles>n ted acl.nra iso. Re rar ao drawings i°oA-Z r°r>ene.rd place len>. Alvin.. a mv�s len ur lTw euualnR eu•Pa,.ent>croup Inc. anall.a,e a radpunelble rur any d.eleelan rrue cues OR EGO N ae1 q. any ra,lare to n lea th.t p>a , °nraraan th ANSI/TPI 1. r rar h.dl,q. >n,PP ng, •.i TOT.LD. 42.0 PSF SEQN- 160115 AN MW COMPANY scanalon•br,o�ng err vus>e>. 9 An• l w tel•drwllp or oovr P•De 11•118 rues arw llq Ittlld•tw•oo•pvnly of Pref•wletil•ipilwrlap V°n•ZQ,1990 !Qa r Porolbl I Ity•Maly rar w d Io,anew. Tn.>NlLbl l ity e l ima of"I,drwing ror x�y>Lrvetur.1.w �O�D .1��/ DUR.FAC. 1 .15 FROM I KE r•apon•Ibllity or t"building Owl r pS-2.•r ANSUTPI i S2. N35I RgValal Clrclt Sxwl;Mcq CA 95828 Fdr pre i---ion>ee-I>,°°',g<"°rel 'page.M�"'°-°°"`°" SPACING 24.0" JREF- 1 VFK7175Z04 ALPINE .al pinelte.can: TPI. P1 e1TCA: e••.sbcinduatry.coe; ICC:aww aefe.org Renewal date 6M V2015 1 I _ 1 -y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - B2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 OF-L #2(g) :B3 2x4 DF-L #1&Bet.(gg): roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4 2x4 DF-L #2(g): :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on IIMFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to vvind pressure. Calculated horizontal deflection is 0,07" due to live load and 0.20" due to dead (a) Continuous lateral restraint equally spaced on member. load. Bottom chard checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. Shim all supports to solid bearing. 1.5X4 III 4X5= / N�-1 12 3X5 3X5 ' W5 \ /� �YY4 (a) /\\ 1.5X4 111 11-2-8 12 F-A////�/ /� 1 .5X4 III / ��. � \\ / B3 \ 2-0-0 9 L — _ 10 g -1-2 5X5= 4X5— 1-5-0 1-0-0 �; � 4X8(R) IIIc-B-2 T 4X5(R) 3X5111 10-6-8 - 7-5-8—� 4-6-0 5-8-8 7"12 4-1-12 3-0-0 5-6-0 5-0-8 7-5-8 10-2-8 7-9-8 5-6-0 5-0-8 7-5-8 18-0-0 Over 3 Supports R=556 W=5.5" R=950 W=5.5" RL=179/-182 R=261 U=21 Design Crit: IRC2012/TPI-2007(STD) p PLT TYP. ITWBCG Wave FT/RT=2% O% /4(0) 15.01 . 3 F OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503)357- 118 e,l��•A��i;x REAGoANDRAN,FO ALL LL c MOTES ON THIS OANING1 IICrAue,+s. O�� +<1G1NJC�� 02 TC LL 25.0 PSF REF R7175- 61453 825N4thAve,Cornelius Olt97113 Tro rapulra»t..» era In f.briteting. M1a dl,ng, shipplr . Inatalling a,.d bracing. Rarer[ and r„11.1 19575P y e lamest Nltlan of`KS1`(9u11dIng Campc nt Safety Infornm[lon, by TPI aM VTW fpr s Tety Pr.[[ws Prlpr r TC DL 7.0 PSF DATE 04/13/15 n e/vne[ ns. Insc.11erssh+ll provide compo r.ry bracing per SCSI. Unless rated Pcher.ise. Co parform5ng t es to OP Irord hai lhlava PruP.r ly.tebM1vd.[rbpt ral .heath ing a,�boob.plwrd+hell h.�.e Prpp.rly att.[had BC DL 10.0 PSF DRW CAUSR7175 15103109 rlgltl celiing. lucatlone sM1ovn[for permenen[vleter.l r a oT eeba vhvll have bracing In+called pvr eCsl sections 9J. Bl or 910, of ep........ l lcebl e. Apply platy+to eecM1l face of[ru end pos ltlon es she.n above eM on AIL th.J.ln[geteile. unlea+opted etherolae. Ref.r te`.r�cogs ,9gACZ Baruatendard Plate P-11tI_. 0 13/2015 BC LL 0.0 PSF CA-ENG GWH/GWH AIP,na. a d wla mh or Ile ..eeewanenc+grapy lm. +n.n nu e.Pan+Iola rPr any d ol.upn rte.col. OREGON any railare to build tM1.[pa. .n cpnrarnp.n I h AgsI�TPIb,.`r rpt harWling. ,nipping. �► TOT.LID. 42.0 PSF SEQN- 160117 AN ITW COMPANY Insca n.[�en s bra�ne or varies. .A A w1 on thl.dr.Wlrp er pvv.r p.g. Il.tinp sol.drwl . Indle.t......P—pf prof.wlvrrl.npl%r no 7 Ven.20,'19g-a�P r..pen.lbl l l y.o1.ly Tor W d..1gn.M1ow,, T-.vl . lty.rtl ue.pf MI.d-4.0 far any.trot r,1.tlr �O�D W DUR.FAC. 1 .15 FROM I KE %351 ItUV:In'1 Clltic r"Pen'Iblllty of—9g11d1M D"IW.r per AMSI/TPI 1 S.e.l. Ssla Mo,CA 95828 par nota Inform+tien see r 1,JWI ge l P+9e'^°t"" .eb SPACING 24.0" JREF- 1VFK7175ZO4 ALP IgE. w...e ipinelte.cem, TPI: ern.[pinat.org. WTCA: a„e zbclndus[ry.c ICG: ew.Iccsa .org R.PeW.l dalC 613g/2015 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - B3) 120 mph wind. 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere in Top chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT 11, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std Stud(g) :W4 2x4 DF-L #2(g): Wind loads and reactions based on RMFRS with additional C&C member design. :11115 2x4 DF-L #1&Bet.(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to vlind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X70 12 3X5�i j W 11-3-6 1 .5X4111 � s / � J 4X8(R) III 1-0-0 :90212 T 1 .5X4 III 4X5(R) 11 'J 1"1211 4-4-4 6-0-0 5-6-0 5-0-0 5-6-0 1 5-0-0 10-6-0 Over 2 Supports R=576 W=5.5" RL=190/-100 R=494 U=69 Design Crit: IRC2012/TPI-2007(STD) Q PLT TYP. ITWBCG Wave 9 FT/RT=2%(0%)/4 0 15.01 . �3 FF OR/-/1/-/-/R/- Scale =.1875"/Ft. - 118 *VARNINGI— READ AND FOLLON ALL NOTES on THIS DRAfING1 �5 aG 1 N F� 0 Truss Components of Oregon 2 TC LL 25.0 PSF REF 87175- 61454 ((503 03 13357 ••IWMWAITr•• FURNISH THIS DRANING 19 ALL CONTRACTORS INCLIAINO TNR INSTAUZM' 0 $25N4thAve,CorneliusOR Truse•a raq lra...r—era 1n r,Dr,^,L, na,dlln a I I sTPI in 'I' a,1 b urn . Renr to.—"". 19575P TC DL 7.0 PSF DATE 04/13/15 w lstast e,1ltl^n ofnsI (a.II Ing Cempenme Safety Informepelnn. gTLA)rro selaey pr ticea prior 9r o performing cMse functions. Inscallvrs slvll prow lde compo rary bracing per tlC51. Unless feG otner.ise, cep t ortl analI h va P"Per'y a[echetl street rel .neatn,rq nrd b^ttu.chvrtl shall M1ays a pre 1 attechetl BC DL 10.0 PSF DRW CAD5R7175 15103110 rigltlhcelling. Lacacl ulro eM1^.ntfor pervmrlentulaLa rai r irelntc fe.vOf.mall heea Drx ing;nst^Ila,1 per eC51 �� 9,er 9 1 a,applleoDre. A. R pietas tlra sen fe --:t, 'd ltl.^a• nom abo„a°.d=^ BC LL 0.0 PSF CA-ENG GWH/GWH d Ilr`r� nlpaa nates atnera... Rerar to a nga sDn-z '.' enaara plata pPaitipna. 0 13/2015 AIPI ne, a tlivlslon Pr IT1 eel 1.lW Lu.pun.nts Gruup Inc. shall n t W reapunalbl• rur any tlevlatlon rrum m1. OREGON tlraa�. any roll r.tp ba11,1 th.t Pa. I nnre man.11th ANSI/TPI ,, e r n Mling, ahlpP^R. (s+i TOT.LD. 42.0 PSF SEQN- 160119 AN ITW COMPANYi atal lotion a br—,' or crssea. �Bh.20,ig9�! Anwl on"I,dr leg er pP..r P"'11-1.0 tM.dr lrv. .r 11..ta.....P—_of prof..a ens .ro lnrr111R � V OUR.FAC. 1 .15 FROM I KE rwpors 01 lbl llty mlely ror w,1.slpn Nw1. Tn.aul tabu I;y.1.e us.of M1•tlrer lr0 for.try.enreeur.1•tlr ` , 8351 Rov'=CiRle r..pun•1DlIIty or w Hui 1,1110 11.16,1.1 p r ANSI/TPI 1 S-2. D SacmmcMo.CA 95828 For copra ;nfarmatiPn see W1.1•b a"—,.I n •PaRe•.d�1OSe.eb" SPACING 24.0" JREF- 1VFK7175Z04 ALPINE: •...alPlnalt..Lan: TPI. v...tpinaL.org;.TLA: •...sbc lyduatry.ca..: ILL:w..lccaafe.org Renewal dale 6130f2D15 T ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - C) et.(g :T2 2x4 DF-L #2(g): 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Top chord 2x4 DF-L #1&B Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud?g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch In overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Fasten rated sheathing to one face of this frame. 4X5=- 12 X5=12 T2\ j \\ 7-0-0 i i / -� / \ 1-0-0 1-0-0 1J (/ 19-2-4 i L9 'i 12-0-0 11-8-8 6-0-0 1 6-0-0 _I 12-0-0 Over Continuous Support —� 'I R=113 PLF U=16 PLF W=12-0-0 RL=14/-14 PLF Note: All Plates Are 1 .5X4 Except As Shown. ��0 PROI��S Design Crit: IRC2012/TPI-2007(STD) S, OR/-/1/-/-/R/- Scale =,375"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4 0 15.01 . Truss Components of Oregon 503 357- 118 I�� ;�A�WING1•• READ AND FOuw ALL WITS ON-MIS ORIVINGI (? AP 9 TC LL 25.0 PSF REF R7175- 61455 ll FURNISH TMIS ORAMO TO ALL COMTRACTCRS INCUM"Mo THE IILSTAUERS. 19575 P 825N4th.4ve,CornellusOlt97�13 Tru r.,, ..e in r...... ing. „,„dyne. .nipping, lnatalling.na b.clnN. Ra..r t ann roll"• r TC DL 7.0 PSF DATE 04/13/15 the latest edition or�-CS lt(Bullding ramponen Sefsty Informetlon, by TPI end IrrCA)rrar surety precelces vrlor e fur,cttons. Inacsllera Snell provide[eepp nary br.c irq par BCS1. Unless rot.d.tnerw isa. ° °• BC DL 10.0 PSF DRW CAUSR7175 15103111 t.P mord Snell„h.”P,.P.rly etc-t Ma s2ruciurel ,MeID,ng antl be[m.'cnord s ell ti. a properly,[oohed gid t.n ing. Loo.upn,,hp.n rPr perp-t lateral a eOG Int er.e.r".Hell h v.ere ng ln,t.n ed Per Bcsl 0' 13/20 15 aettlon,B�. 91 cr B,B. .e epplltnble. Apply plate,t h rnt,°r t ena pe.ltl°n e.,n°,. abe,,.aha°n BC LL 0.0 PSF CA-ENG GWH/GWH Q �11=--11� I1'L�. tn.�pint oen,lle. unl.,.opted ptnera.e. R•r.r c°dr..cog, 1WAcz�pru.—rd pl.te wait ne. OREGON r'JJ AlPlne. a d,v�f,un pr Inv Bun dlnv c'--'t' croup Ir,e. anall ew espuu'In.�i�^an'Gvlau un true mie n J ,ng, .ny r.,Iure to„olid tn.t p,n in c°nrur=w ANSI�TPIo,.r n PPing. vf1 "ol,.2o,,09� �P TOT.LD. 42.0 PSF SEQN- 160126 dl.AN ITW COMPANY ullstlon a bracing of trusses. pr feaelpn.l erolne.riro 7 I A s.i,l Pn tMe drrlro ar ePoer P•P Iletlro e%&ar.aro. IMle.tw.ae.Pf nP. prc O`D W• DUR.FAC. 1 .15 FROM I KE rwporul bl l lLy sP1elY rot tl.._.gn,M1lel1. The.Nltebl I Ity. 1 use.f flus drwlro rot any etnlcferf I.alb 8351 Ruvaln Cimle =Pbn•lbillty of w Sullel a Oe.l p,.r per ANSI/rPI 1 S.d.g. For.or. inror,..eion s.mis ddb's ga,.,rel no •p•v.-t.,...b sites. Renewal dale 6.130=15 SPACING 24.0" JREF- 1VFK7175Z04 Sacramcnt0.CA 95828 ALPINE:_,pinelt..cpm: TPI: .... .erg;WTCA: bclndu,try.caa: tCL: .,v.lccaefe.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - Cl) Top chord 2x4 DF-L #1&Bet.(g :T2 2x4 DF-L #2(g): 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhiere in Bot chord 2x4 DF-L #1&Bet.(yy) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MW FRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chard live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5(R1)4/ \\\ I12 � T2\\ 3X5/1 3X5(R) III �i 1-0-0 1-0-0 / 19-2-4 V 3X7=- 1 X7=1 .5X4 III 1.5X4 III L-1 � �911� 6-0-0 6-0-0 6-0-0 5-8-B 6-0-0 I 6-0-0 _I 12-0-0 Over 2 Supports R=616 U=30 W=5.5" R=594 U=26 W=5.5" RL=147/-150 Design Crit: IRC2012/TPI-2007(STD) ED PROFF`SSi PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01 . OR/-/1/-/-/R/- Scale =.375"/Ft.�9 Truss Components of Oregon 503 357- i 18 ••fARNINGI•• READ AND FOLIA ALL MOTES ON THIS DRAWINGI ,Q y TC LL 25.0 PSF REF R7175- 61456 825 N 4th Ave,of Ore o 0)�03 13 .•IMMffTA1rr-ar FUMISl TI115 DRAWING TO ALL COWTRAOTDRS INCLUDING THE INSTALLERS. u 19575 P 17 Trusses r.pulra a t as a In rabrlrating, hantl,119• sblpplM. [Sli my a Ing. R.far t aM lullu. r TC DL 7.0 PSF DATE 04/13/15 tl.a latest edlel on oar BCSlc(BY11d Irg Coeyeront Safety Inferaetlon. byTPIe�WTCA)'for safety pre ticas prior o performing l h ru-p—1 s. I,Kcsllers s„all provide cenpp re ry bracing par BC51. Unless notedtocher.ise. top ctrord Z. -P nave properly ettecnetl etrptt rel a„�ul,�aro bat[va clnrd a„ell „aa.a prpP-rly attetM1atl BC DL 10.0 PSF DRW CAUSR7175 15103112 rl gid calllZ. Lvicetlons sham for perwro,.tu late rel res ralnt of rM'ustell „eve bracing Inatellad Per SCSI AL r� f B]. 87 or RIO, es eppl—b— Apply pincea tv a ch fete or t end pofltlon of aM1oan above eM an O 13 2015 a �r1-1�� tllutJu"nt Datalls. "nlefe nataG atfnrnina. Rafar taGerwr`I IWA-Z rar4steMerd plata Pafltlnn,. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH ILJIr—I—) glpine, a tll vision yr ITR Bulltling cwnpure group Inc. stall n t be raspu bla fur any tlevlatlon rrul c„Il .ring, any Iailure to build th.tru s In u,nrurnan „ANSI/TPI ,. r ror har�dl�ng. s„Ipping. 9 VeO.20.109 �P TOT.LD. 42.0 PSF SEAN- 160128 AN ITW COMPANY Inxell.t ion A brag ung of cr"ssm. A a.al an thio drwlrp yr Sever p•a 11a leg thio drwiro. Itdleataa aep.ptatr+of Prphwl—t arollearlro �OLp W,N DUR.FAC. 1 .15 FROM I KE rwporolbll Ity mlaly ror tie tle.l�aNevl. TT au1-11 It.,ea uw or MI.drwllq far wy acracr ra 1.w Nlil RDvana Cimlt mponalbll lty ar tJe Bullet ng Dw 1per par ANSI/Ml,S-2, Sacrartxnlg Ca 95328 Far.ere Inrormac ion s this Job's gener•1 no s p.9e•nd mese••b sl tea: Renewal daLD e13G120i5 SPACING 24.0” JREF- 1VFK7175Z04 ALPINE:ww.elpirol w.can: TPI: TCA:w,w,.sbclrMusery.can: ICC:_ fefe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - D) 120 mph wind, 24.56 ft mean hgt. ASCE 7-10, CLOSED bldg Located anywhlere in Top chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2: Bot chord 2x4 DF-L #1&Bet.((g)) roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :M4, MS 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing cladding load one face, and 24.0" span on opposite face. requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. T2: Provide lateral bracing for inset top chord member. Attach nailer or truss at edge of lower roof diaphragm, or use purlins at 24" oc. Top chord may be notched 1.5" deep x 3.5" wide along top edge, 4X5—= only in the area above let-en studs. 00 NOT OVERCUT. Space notches no closer than 24" o/c. No knots or other lumber defects allowed within 12" of notches. Do not notch plates, in marked NNL lengths, nor in overhang or heel (first) panels. Outlooker design by others. \ U70' M 12 ,// \\ M5 T2\ \� \ \ 3X54, \\ ® 0-11-14 1-0-0 �19-2-4 3X5=- 2X4 III 12 7 2 11(NNL) I 12-3-5 _I --6-0-0 13-6-0 -i 9-8-15 1 3-2-6 I 19-6-0 Over 2 Supports R=800 W=5,5" R=170 PLF W=7-11-8 RL=92/-237 Note: All Plates Are 1 .5X4 Except As Shown, p PROP Design Crit: IRC2012/TPI-2007(STD) E FS, PLT TYP, ITWBCG Wave FT/RT=2% 0% /4(0) 15.01 . S OR/-/1/-/-/R/- Scale =.25"/Ft. ••WIRNI NG I•• READ AND FOLLOW ALL NOTES ON THIS OMWINGI R� TC LL 25.0 PSF REF R7175- 61457 Truss Cowpnents Df'Oregon (503)357- 118 „II@ORTAMT•• FtMMISH THIS DRAWING TO ALL COWTRAGIORS INCUIDIM THE INSTALLERS. (u� 19575 P 9 825N4fhAve,ComellusOR97113 Tra spas.e n tabr,eat,n . MmelnR, , IPPI^N. Inatalll,,,antl bracing. Re/+r to a„tl rale— r TC DL 7.0 PSF DATE 04/13/15 eat edition orr 0051°(Bul Iding G^mpe Satety Informs tion, by TPI eM WTCA) for salary prscClces prior these Iun<clvn>. Installers shall proaltle tempo Wary Or+eing Per BCSI. 1lnles,notetl vtMreise. °pct,fOEmsell baa.properly etc vbetl structural abeetNng eM hecto+cMrtl,ball Mve a pr°parly ebecMtl BC DL 10.0 PSF DRW CAUSR7175 15103113 [vP Inscallad per BCsI rigid cel ling. lacetiona sbven tvr persunent lateral restraint o/wai'u,Ml;hove brx ing aMxn above end an �� coon,63. BT yr_I as appl lcabfu. Apply plat•,a ectm r16C e •tl pa,lt t.•• U /13/20 15 gC LL 0.0 PSF CA-ENG GWH/GWH II'Lr��, eat° Itlan'. OREGON e Jo,nt Detalla. anis>,na tetl atMrmisa. Re ter cu tlrne Ingo,60A-Z for sterMertl p Pva QtAlpine a tllvl>ian ut ITA Building Cumpunen s Draup Inc. sMll nut be rea puns I'll Tar any dav,atiun rrua this /1 drawing, eny talar.a bursa ee t „ In cunfurmnnce wi n ANS 1, ur War MndlinB� sb,pping. 20 '19em �P TOT.LD. 42.0 PSF SEQN- 160136 AN ITW COMPANY eu,tian A breting or vaam,. * r+ '—'.npenwrinW r.rIll+�Cl�",'y m'�.��°r(°e»�.P,9&.b:l',°°`T"m`adr 11,1��l�.b e:`�;arrin�:a..�.t.,.pt�,r. I.�b. OLD W•N DUR.FAC. 1 15 FROM I KE e.p°n+lblllty of til+Bueldllg D+algn+r Pr ANSI/TPI 1 S+e.3. 8351 R.'..Cilcle SPACING 24.0" JREF- 1VFK7175ZO4 SwrO nl%CA 95828 For more Inrorm.tlan s4 I.job's goner+l ,page.�w cl.ese aeb,Ice,. genewel date 813012019 ALPINE. ,w..elpine ler.con: TPI:° Ctpin,t.org;WTCA;m++• bclndu,try.con' IDC:,+, se re.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - D1) 120 mph wind, 24.56 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Top chord 2x4 DF-L #1&Bet.(g)) roof, RISK CAT II, EXP B, wind TC D1=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #1&Bet.(gg Webs 2x4 DF-L Std/Stud(g) :11114, W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5= j \\� 12 3X5/i /// �\ 3X5�� (a) W4 \� 12 \� 1 .5X4111 \ .5X4111 / \\� 1-0-0 0-111-14 1 19-2-4 � -(I�- T 3X5(R) III 3X5= 3X5= 3X5=- 11-6-8 X5=11-6-8 1 7-11-8 —I 4-10-0 4-10-15 4-10-15 4-10-2 7-8-10 4-0-10 7-8-12 9-8-15 1 9-9-1 _I 19-6-0 Over 3 Supports R=619 W=5.5" R=869 W=5.5" R=349 W=5.5" RL=82/-211 Design Crit: IRC2012/TPI-2007(STD) EQi?ROFFS PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01. S OR/-/1/-/-/R/- Scale =.2511/Ft. I*WARN INOI•• REAM ANG FO I1A ALL NG(ES(IN THIS GRANINGI C� F,Q TC LL 25.0 PSF REF R7175- 61458 Truss Components of Oregon 503)357- 118 --HiPoRTANr•• FURNISH THIS SRANING To ALL CGIFIRACTORS IIEILDIIIG THE INSTALLERS. �� 19575 P y 825 N 4th Ave,Comellus 01�97113 Trasan>r.,alr.a t aaa ,,, rabrlotl g. M1anm ing, sM1IpPInG• In toile y and braceng.rR.rar to°^°r°Ilea r TC DL 7.0 PSF DATE 04/13/15 e lat°st odic len o1r6c51c(6ulitling Campo ni SefaiY Informetlan. by>TPI eM NTCP) for s. ,Prec[Ices prior o performirp these rurictions. Insullersnsh.II proved.temporary bracing per GCSi. v�nlss nocnd oClec 1>.. gC DL 10.0 PSF DRW CAUSR7175 15103123 cop cnora sneu Tea.properly eccepn.a svuctura srroecning aw boctoa crora STET n.�a pronrlr a e M1ed rigltl telling. Incntluns sM1van fpr perme,vr2 lata rel rastc Ini at fab>aslall neva b Ing Instellatl per GC 51 tions BJ. fiT r BIG, as appllceble. Apply alai.,Lp en n ro=e a =r a.,d pp>Iilan e,>npan pbaae end°^ o t3/2o15 BC LL 0.0 PSF CA-ENG GWH/GWH �� cna�oinc Gaca ue, unless noted ptn.0-1 R.rG...I I Wwcnes 16oA-i rorssterW.rd Pl.te w Ing a U Alpine, a tlly l>lun of ITA GulldinR Cwnpunenis Gruup Inc. fnall nuc a eepunsibls Tur any Mviaclon frau eM1l> /1 tlrewirg, any failure to Duiltl[M1a C u f In pan hr n h AN 1/ fur h.ntlling. shlPPI— 9 "a„ 20 109 �P TOT.LD. 42.0 PSF SEQN- 160130 AN ITW COMPANY Insuliac eon A br.c log or crosses. A—I an tAi.drrlrq or aaa.r P.R.Ilat lip tbl.tlrwlrp, Ildle.e....aa.pf ro.If praf. 1. 1rwimering 0Q)) W•� DUR.FAC. 1 .15 FROM I KE reaporulalilty ml.ly far ar dv.lpn.na.n• TM1.suILa.11ry end w of Ni.dr—Im for.•q atnct r.1.Hr -r AMSI/TPI 1 S-2.1. 9351 klri'ana CilCtC r..pon.lblllty of tiv Ruled lnq Gwlprr Saclvncntq G 95828 Fpr morn inrorro=Ions wcbls J°">general s p.qn•^d=hes^""°setas:c Renewal dale B130f2015 SPACING 24.0" J REF- 1 VFK7 1 7 5204 ALPINE.a+a.el P,_ ta.can: TPI .tpin>t.org. .TCA: aaw.sbclntlu>Lry.cam: ICC:aaa org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - D2) 120 mph wind, 24.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Top chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT 11, EXP B, wind TC D1=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #1&Bet.( )) yB ( ): additional C&C member design. Webs 2x4 DF-L Std/Stud g) :W4, WS 2x4 DF-L #1& et. gWind loads and reactions based on MVVFRS with :W6 2x4 DF-L #2(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 12 / t \ 3X5/i 1 .5X4111 W5 ( ) 10-8-15 � W W6 12 ( 8-5-14 1 .5X4111 j 1-0-0 // 19-2-4 T G 3X5= 4X5=- 3X5=— Ll X5=3X5=L1 -J 4-10-0 4-10-15 1 2-3-1 7-8-10 4-3-6 9-8-15 ----12-0-0 Over 2 Supports R=610 W=5.5" R=543 U=98 RL=208/-121 Design Crit: IRC2012/TPI-2007(STD) 15.01 . PROFESS OR/-/1/-/-/R/- Scale =.25"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0 ••IARNINGIa• REAu AND FOLLOW ALL NOTES ON THIS DRAtIN61 V% F� Z TC LL 25.0 PSF REF 87175- 61459 Truss Components of Oregon (503)357- 118 • 19PORTANr— FINNISH THIS DRAW IW TO ALL CONTRACTORS INCUIDIND THE INSTALLERS . 19575 INSTA . 19575 P �� 815 N4th AT e,Comehus 0 97113 Tr",•,.e4"ira a tram»..ra .n gab.Doti g. ..... ng. nipptmg. In,tai l,nR ane bracing.rAafar t"a e rut."a 9f TC DL 7.0 PSF DATE 04/13/15 n,e tataet,,Trion ar SCsI (aulleing Compono c sa tory Inr.rmotlan, b.TPI ene'Nita) rare ;tycpracelcee prior C/V e pe worming tneae NnctiPn,. Instillers"cell prn<�de tempo r,ry br•c,ng Per NC1 ,00.nle, ^tee ath°nai se, itP tr,.re,„all na„e Pr"parry attapbae atr oral , ateyng.na battwycbnre,na.t .praP.rly tatbed BC DL 10.0 PSF DRW CAUSR7175 15103114 rigie ening. Locatmn,,mo.n rot perwnent lata... r ee sloe or w er"„alle„poaiio�: inwnnea"pea DCai 0 13/2015 tiene bD. bT ar 810. a,appllcabte. APply plati. h r.ta" •°” °�° ne ' BC LL 0.0 PSF CA-ENG GWH/GWH �� tie J.'_ Detail,, unla„note,otne•I,e^cR.rar�oterNaings,boa-z rors'teueere plata po,1U an,. O R EGO N Q tA.Pma, a e,",e�"„ar Tri B..11dtn Ca.roanenti br""P Int. slat. ,�t be r.apana,b.�� .ny„eoo;-ran rr”.�,., `r TOT.LD. 42.0 PSF SEQN- 160133 .•ung. .nY r.ilure c"buLf.the c u,. . unhr-n c"ANSI/TPI r— ng. s AN ITW COMPANY tl sc I ration i bracing or "sses. van•20,tig9� �� A=I.m tAl•erwl.p•r ea..r p•P LiKl.g tbt.erwlnnpp .roloW.•a.Pb•�..r Pror...iatil .nNtmwrtmy OCD W DUR.FAC. 1 .15 FROM I KE .epon.Ib11 Try wl.ly rot tfe easipn•In+,• Ttr euttibllity u,e Taw or u.•erw log rot any ervcwr• I♦v,e rwp«,albinty or tlr Sul lelro O"Ill r p r ANSI/TPI 1 S•e.3. %351 R—w Circle nrorm.<Ipn, <„,,,ab.,goner,, n ,P.9e,ne tha,e a>b sicna: Renewaldate&3o12O15 SPACING 24.0” J R EF- JV VFK7 1 7 5 ZO4 For mora NTC.: ww.mbctneuetry. -: ICG' ww. aafe.vrg S+<mmiiID,CA 95828 ALPINE.ww.a tp iiw lt•.con: TPI'w hl,job Ig, ` THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - D3) To chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind. 25.06 ft mean hgt, ASCE 7-10. CLOSED bidg Located anywhere in Bot chord 2x8 OF-L SS roof, RISK CAT 11, EXP B, wind TC D1=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L #2(g) :W2 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MYVFRS. :Lt Wedge 2x4 DF-L Std/Stud(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wand pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Special loads ------(Lumber Dur.Fac.-1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at 0.00 to 70 plf at 9.74 TC- From 70 plf at9.74 to 70 plf at 12.00 BC- From 10 plf at 0.00 to 10 plf at 12.00 BC- 922.17 Ib Conc. Load at 2.00, 4.00, 6.00. 8.00 4X5=- 10.00 \\ 12 T2 12 5X101*/ 5X7(R) III (a) 10-8-15 8-5-14 j W2\ (a) 1-0-0 19-2-4 T4X12(B3)(R) III 4X12111 8X8= 4X8111 4_8_7 5-0-8 2-3-1 4_8_7 5-0-8 1 2-3-1 9-8-15 —1—2-3-1 I —12-0-0 Over 2 Supports R=2745 U=232 W=5.5" R=2823 U=239 Design Crit: IRC2012/TPI-2007(STD) E0 PRO FFS OR/-/1/-/-/R/- Scale =.2511/Ft. PLT TYP. ITWBCG Wave FT/RT=2% O% /4(0 15.01 . S Truss Components of Oregon (503'357- 118 '!ARNINGI : REAI)ANO FOLIO ALL Mms oM THIS ORMINc! V. tc,Q 2 TC LL 25.0 PSF REF R7175- 61460 825 N 4th nett of Oreo OR 03ffl "IVORTAN" nmNH6MtTHIS ORMIMO TO ALL CONTRAMRS IHCUMING THE INSTALLERS- a 19575 P T......r.o.r..ar.me t rw In r+r. tlnl. ha Ml M. nlppl g. Inetelling a a<�. Rar r t and falls. �r TC DL 7.0 PSF DATE 04/13/15 tlm lecast ealeion or BC61 tau1ltlingbeee,ponene safety Inrormeel^n. M TPI a�w WiGA)rror seretywprecelcee ar for o perrorming thaw runctlons. Ins<ellers sh.11 prevltle tempo rery br+ting per MCbI. Ilnl.ss notetl ocM rw Ise. tap enertl enell Mve prapsrly a[techetl strati rel snv thing er•tl boCtp.chord shall Mus a Properly e[[achetl BC DL 10.0 PSF DRW CAUSR7175 15103115 rlgltl calling, lneeclona shown(or Per..nentu loterole rant feint of webs bhell have brat Ing Instellatl per RCSI �� a Ra. 8]or BIO, e+sppllcebru. Apply places is e.ch recv or t'...a eM position es anown above eb • 0 I3�201 5 Q the Joint Oetells, unless natal atberw,+e. Rarer to tlrewinge 16BA-Z Fo tenderd plata P^sltlans OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpha, a tlwlelon of ITa bun d I w Cvrpm•ents 6ruup Inc. ahel l mt oo r.+,1.la fur any Wvlet Ian flue tT l+ Y• .•,Ing, ..ny nnur.m Tuna clw c ss wnfor�.aa.Icn ANsvrpl t, r fur n,.wllno, +bpPlro• 9 v8n 20 1990 G[ TOT.LD. 42.0 PSF SEQN- 160158 AN ITW COMPANY a xan eclon n br.e Ing or crp+sae. �p I V roo,—oibll lty-i.11y roe:a.Mp 111Pp1 IYv1. Ti:'_,_o...�y_o 1...ofp'V•°l`.orw'n0 fo'•ror.2ruedl r.Isere•. OLD W• ," DUR.FAC. 1 .15 FROM I KE 8351 Rown.Owl, t.eponelblI Ity of n.handing I)..Ig—p.r AMSI/TPI t s.a.a. S3=xnI%CA 95828 For mora In rorm.clom see chis Job''llo—1 ,w P.ga entl these was sero+: Renewal dale 61302015 SPACING 24.0" JREF- 1VFK7175Z04 ALPINE:www. IPlrolcw.eoe: TPI:W`o9"WWA:www—lntlu.try.cael: ICC:w.r.lec+efe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - D4) � = Top chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 DF-L SS Nail Schedule:0.131"x3", min, nails Webs 2x4 DF-L Std/Stud(g) :W3 2x4 DF-L #2(g): Top Chord: 1 Row 012.00" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bat Chord: 3 Rows 0 3.75" o.c. (Each Row) Webs : 1 Row ® 4" o.c. l loads Use equal spacing between rows and stagger nails Special Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 70 plf at 0.00 to 70 plf at 7.96 4" o.c. spacing of nails perpendicutlar and parallel to BC- From 10 plf at 0.00 to 10 plf at 7.96 grain required in area over bearings greater than 4" BC- 1201.81 Ib Conc. Load at 1.50, 3.50, 5.50 120 mph wind, 24.16 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC- 5272.99 Ib Conc. Load at 7.37 roof, RISK CAT 11, EXP B, wind TC Dt_4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MFRS. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase 1 .5X4 111 factor for dead load is 2.00. 12 F,- 4X1 241 4X124. j i j 8-11-6 0-11-14 19-2-4 3X12111 4X5(B1)= 3X7(R) III 1"12 3-11-12 3-10-0 3-11-12 3-11-12 —7-11-8 Over 2 Supports—� R=2773 U=265 W=5.5" R=6740 U=815 W=5.5" Design Crit: IRC2012/TPI-2007(STD) E0 PRO�rF OR/-/1/-/-/R/- Scale =.3125"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0% /4(0) 15.01 . `rii' Truss Com onents of Oregon 503 3i7- I t8 "ItARNINGI I• READ AND FOLLOW ALL'OT'S on THIS DRANINGI N F� 2 TC LL 25.0 PSF REF 87175- 61461 p �l ) lIP11RTANr' FURNISH THIS DRAWING TO ALL COVM GTORs INCLUDING THE INSTALLERS. /,� '19575 P,� 7 835 N 4th Ave,Cornelius V 97113 Truss roqul.e a t amn r In fabricating, Handling, .Hipp ng, in Lalling any..'acing. Ral r[u any Tallon atf / r TC DL 7.0 PSF DATE 04/13/15 . IaeesY etllt len.frBeslt(0ulle lrg e.mponenc Se racy Inco rmetlPn, by.TPI ane WT for s.,.ty"practice.pr lar tnesa Nncelpns. Installers snail prov�ee compo rary bracing par ecsl. Unless noted other.1se. o pe^rore.lsnq any Otto.more.Han nava a properly ateacne. BC DL 10.0 PSF DRW CAUSR7175 15103116 top M1.11 Heve properly eitechatl siructu rel snvatning rlgitl calling. Locativna.Hann far parnanent lateral res alnt.f websushelal neon brecing Instelley per 8C 51, 3201< • tions 07. 8, or 01G, as applicable. Apply plates to e n e er n aHe.n above ane e 5 aeM1 fec y Pd• la n pus ltlens. the,unnt gau,l,,. un,as oaten avwrwlaa. Rarer to yraninga 160A4 raru`tar,ya P t• OREGON BC LL 0.0 PSF CA-ENG GWH/GWH IILII��1 I(--J� Alpin a elv lslon of ITN Bu,lying Components Croup Inc. snail —be.•. ....1.Tur any yvv letton Tru.tnia J1 tlra.�ng. any(allure to bull. _'t .. In cenfarmaru.e Hiro ANSI/7P1 ,� f r HaMling, sHi pping, �p"en 20 1 0� �P TOT.LD. 42.0 PSF SEQN- 160188 AN ITW COMPANY In .n.t—A bracing oT truss.. ,T A pal on this d—Ira or ewer page I l.elnp this d—IM. InAlestas aaa.pt.rs..lrq prohsalorol ahRlnaarinq the O/ D App.N DUR.FAC. 1 .15 FROM I KE ra.poro lbl llty plad tar the yeeige elasn. TM.ultsbl l ItY•^�wa or Lois tlrsfor arty etnsture i. i r• re.p.nslbl l ltd.r ens SulldIM Dael gear par ANSI/TPI 1 Sae.2. 9351 Ruy CircleFor mo mrorm.elon s ems)pb's 9-111n ,page any those.eb aeas: Renewal dale 6130=15 SPACING 24.0- JREF- 1VFK7175Z04 Sxnunentq CA 91828 ALPINE:aww,n 1p 1,elew.c.m. TPI: .—P—t.arg. NTG: www.sbc lneustry.com: lee:ww.c .erg 1 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - E) Top chord 2x4 DF-L #2(g) 120 mph wind, 22,25 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 OF-L #1&Bet.( ) roof, RISK CAT II, EXP 17 8, wind TC �=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud Wind loads and reactions based on MINFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OMERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5=- 12 X5=12 �j 12 \\ 6-5-3 \\ 19-2-4 3X5(B1)= 3X5(B1) �gil� �9.laJ 6-0-0 I 6-0-0 _I 12-0-0 Over Continuous Support I R=109 PLF U=15 PLF W=12-0-0 RL=13/-13 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 0 PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . S OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Com onents of Oregon (503)357-118 •'�RNINGI• REM AND FOLLON ALL NOTES ON THIS ORAZINGI �� r1 4� Oy TC LL 25.0 PSF REF R7175- 61462 p R 1 •INPORiAAfr•• FORNISN THIS DRAW NO TD ALL CONTRACTORS INCWOINo THE INSTALLERS' 19 rJ 755 P 525 N 4th.4ve,Comehus O 97 13 Trp....r.gnir.. e.e .r In r.....t'W. hantllinR, shlppi g. inscalll p pod bratlnp. Refer tp entl rnll�e �////J 9 7.0 PSF DATE 04/13/15 re latest edition prrecslc(eulltling Component safety Info...,pn, by TPI ane A'rGAj for,efeiy practices prior (/ V TC DL o pa rro rminp t ea unc c.pns. In tellers sh.11 prow lde tempo nary brecinp par tlC51. Uales.noted pthnreise, [°p cnor.,nnl. r—Orpr......ett thetl,Eruct rel anaetning and by tom cnortl,Hall have a properly nttacnatl BC DL 10.0 PSF DRW cAUSR7175 15103717 rlyltl celting. lacaClpna sown Tar pernennntu late rel rest rel n[of`nebauahell nava b%..,,, InbY^Ilad per eC51 BIU. as applicab ru5 Apply PI -dr ,g race of tr entl pod,ltlon a.,hw above entl on 0 13/2015 d ne�alnt vetena. "ole,°l.aLad pt.,nr,.�,n. Refer ip tlrae,np,,goon-z rpr'atenderd plat.pp,ltlpn' BC LL 0.0 PSF CA-ENG GWH/GWH to 1pin., a tll�i,inn pf IED Bu,IdInR Compunan a Group Inc. hall t ba ruepun,lb l^tar anY tlev laclpn from Ni. OREGON fel lura to bpild cM t a In mnru rmanca wi n ANSI/TPI ,, r rar h- tllinp, ,h ipp,np, 9 V 20, e� P TOT.LD. 42.0 PSF SEQN- 160196 AN ITW COMPANY Insca/ec�on A bred ae Or prassee. eq. 0 G A wl tln thl.dr.nlrp tlr le—r P•P IlKl�p cola tlrw lra, Indle.t...eo.Rc ne.of prof.w lerrl.rolrwrlro V re.pn,vlbl 11L ml.ly ftlr en.daelpn.bnv,. Tlr.ultabl l lty.r.e w.of al.tlr..11q rar.ry.trueruro 1.e]r OC D W• DUR.FAC 1 15 FROM I KE N3$I Refana Circle r..pona blllty Of t eulldl,q 0.e1p pr AILSI/TPI 1 Setl.2. sazrelmnte,CA 95ffig Far"'pre �nrorm. mn `°chi,J.b's pw.er.l .p.pe end the°°aen>"°+ Renewal date 013 012 01 6 SPACING 24.0 JREF- 1VFK7175ZO4 Auq.E: .v..a 1p lnele..com eTPI s v .tpinet.org: RTCA: vw.. be lnduscry.c ICC. wn.iccae re.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - E2) Special loads Top chord 2x4 DF-L #2(g) ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bot chord 2x6 DF-L #2 TC- From 70 plf at 0.00 to 70 plf at 6.00 Webs 2x4 DF-L Std/Stud(g) :W3 2.4 DF-L #2(g): TC- From 70 plf at 6.00 to 70 pif at 12.00 BC- From 10 plf at 0.00 to 10pif at 12.0 8.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 919.89 Ib Conc. Load at 2.00, 4 120 mph wind. 22.62 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in 10.00 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MIRFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets U360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X8(R) III 3X10/1 / \\\ 3X10\\\ W3 \ \12 \\ � � 12 6-5-3 3X10 III 8X8= 3X10 III 5X7(B8R) 5X7(138111) I 6-0-0 I 6-0-0 _I _I 12-0-0 Over 2 Supports I R=2779 U=223 W=5.5" R=2779 U=223 W=5.5" Design Crit: IRC2012/TPI-2007(STD) O PROFFS OR/-/1/-/-/R/- Scale =.375"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0 15.01 . ••MARNINGI•a REPO AND FOLLON ALL NOTES ON THIS ORANINDI �� F,Q Oy TC LL 250 PSF REF R7175- 61463 . Truss Components of0regon (5031357- 118 aaIIMMTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLIUING THE INSTALLERS. 19575 P 825 N 4ih Ave,Cornelius 0 97 13 Tru>v+.re4.r.a traaa tar> In roar tatlnd. h•wl,ng. >nlPPing. Inat•IIImN and br x'ny.fRerer to amd rolls. 9� TC DL 7.0 PSF DATE 04/13/15 TPI and RICA) f sa e[�Cracilces prior tM1e latest edition yr SCSI (Bulla l.g Component Safety Inra rn„n Clan. by cin eC51. Gnle.s etl ocM wise, o perrormr,g t e roncc�pns. Insc.ner>sn•u vro��tla tem=-Z bra 9 Per e prap.r. tamed BC DL 10.0 PSF DRW CAUSR7175 15103118 top onortl shellhneve prupnrly attecnetl st rutt rvl nnvateyng ane b ct.dna rtl snaevl neve ne IY ec parmenantu a brxl tolled Per acs]rigid tanng, l�ceelana>na•n rar lateral r stoma br wee>u>han M1 ^G;ha.n above ane an 0 13/20L5 >ectlon.8]. B7 or 011. as applicable. Apply plat=s tae h redo ar tr and pa>Itlan e, BC LL 0.0 PSF CA-ENG GWH/GWH the anis»sodas stn.S,se^cRerer a tlra.ing> 160A-z rarVsca.aard plata Pa>�t�ane. OREGON a III JJJ Alpine, a div l>lon of I1b Building Cumparonts Gruup Inc. snail nut be reapu 11PIe rur any tlevlacion(run tnl. dr.o,ng. any rail-'.to bails tn.tra> anrar,•.r>..alta ANSI,TPI ,. r rar nandl,ng, >nlPp,ng. •4 an.Zo tem �P TOT.LD. 42.0 PSF SEQN- 160199 AN irw eoMPf r Y tel I.tian.brad g ar traaaaa. ^ P^.••1 on thla dr.elro gr p_p.G•I latlnG th,,dr••I g. Indo •ev.Pt•m.er Prpnaal.—I.1-91-1lro IJ t D ,"•N DUR.FAC. 1 .1 5 FROM I KE re•permlbllley Z,.;r ror rlv d.el�shore,. Th.•ult+bllib old uvs of tri•droll WIG ror•nUl•YrudtYrs I•th. ` Y• rwpon•Ibl l lty•r tnl Building De.lprr p.r ANSI/TPI 1 S.b.l. 8351 RlnvnaCirele Fpr ma inrarma , thl> ..'>q.—r.1 n page and mase redo a�tea: 61-3012015SPACING 24.0 JREF- 1VFK7175Z04 Sacramento,CA 95828 re � WTCA:waw abc indoor Ic1: awl.�cc>ara.arg Renewal date ALPINE: nae elpinelt..ean. TPI .[PI n>t.vrg; ry.com: � r e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - FG) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of of trusses. See detail drawing HIPFRAME1014 for additional information. 4X5= 12.73 \\\ \ 12.73 6-0-12 0 �\ 0-0-4 -0-4 3X5(D1)=(D1 3X5 5-8-6 I 5-8-6 _1 11-5-3 Over Continuous Support Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) el, O PROfiFS OR/-/1/-/-/R/- Scale =.375"/Ft. PLT TYP. ITWBCG Wave FT/RT=2% 0% /4(0 15.01 . TmssComponentsofOregon 503 357- 118 I��ANT;YARNINGI•• READ ANO FOLJDN ALL NOTES ON THIS DRAINING! rl 1 so F� 02 TC LL 25.0 PSF REF R7175- 61464 l ) FURNISX THIS ORANINO TO ALL CONiRALi9Rs INCLIIIIImif TRE INSTALLERS. 195]5 P D 825 N 4th.Ave,Comellus OR 97113 Tru aqulre a sae ars ,^ abricating, M1antll .hipPing, t+Iling antl brab.^b. R„rer= a^°r°"uw TC DL 7.0 PSF DATE 04/13/15 e latest etllitpn oPrBCSIc(Build Ing Campene L Sarety Inrormetlon, bye7pl ntl NTLA) io zafaty practices prior o performing these rwccian.. In calla hall prouitle compo r+ry Or+cing per BLSI. Unless notetl pcHere Haas cop chord sha11 he a properly. had,«uc=rel nneeihing nntl Duccum cndrd Sha" he°•a properly attached BC DL 10.0 PSF DRW causR7ns 15103118 rlgltl celling. L°cntlunn s pee for Paraanenc lateral are Inc of web,.all have breN ng lenstelled Per BL51 xetlon,B3. BT or B1U. ea eppilceble. Apply Plata. aadh react dr erP end P°.Ia1°^ 0 t 3i2o t5 BC LL 0.0 PSF CA-ENG GWH/GWH (� �� the Joint Baal.. ,no r as e. d �,L,ra ar Hato ILub.. Q 'LI�UUU unles ted otherels Ra Per .Ings 160A CZb 1,standard p po, Alpine, a tl�vialpn u(ITN Buildl,q Components Group Inc. shell nu re,Puns�ble Pur any tlwlatl°^from this /� OREGON TOT.LD. 42.0 PSF SEQN- 160075 tlraelrp, any ra�lure to build[he t u In un hr n' alth ANSI/TPI 1. fur handling, ah�pPing. Ya AN ITW COMPANY insect a+tion A brae Ing dr trusses. 9 �4a•20,10� GQ• reepel,.Iblf rfuatrt,crrp A.ssl this drsslro ps0e llstirp this Lalnnpp, lndl" .paw 'QO L D • DUR.FAC. 1 15 FROM I KE I cy mlely fr tiv IifhhThs.ultsbIty slW ry 8351 R".=Circle respp,a lblfity of the Bulldiro Oeslghsr psr Allsl/TPI 1 S-2. Far more inrorm.cion see this Job's general ^ s page.-i[hese eeb sloes ReneweldOte 013012015 SPACING 24.0” J REF- 1 VFK7 1 7 5 ZO4 Sw—cMco CA 95828 ALPINE:w. ,pinelt..cam: TPI: . na .org. PTCA: e.a.sbclMu+try.cpm: ICL.wn. ,are.mrg ' . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - G) To chord 2x4 DF-L #1&Bet.(g) Special loads Botchord 2x6 HF #2 --(Lumber 68 pifc t 15 / Plate Dur.Faat 7.5) Webs 2x4 DF-L Std/Stud(g) :W3, W5 2x4 DF-L #2(g): TC- From 6B pif at -1.00 to 68 pif at 7.92 = 2.000' TC- From 34 pif at 7.92 to 34 pif at 19.58 :Lt Slider 2x6 HF #2: BLOCK LENGTH :Rt Slider 2x6 HF #2: BLOCK LENGTH = 2.000' TC- From 68 pif at 19.58 to 6B pif at 28.50 BC- From 5 pif at -1.00 to 5 pif at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 pif at 0.00 to 20 plf at 7.93 BC- From 10 pif at 7.93 to 10 plf at 19.57 120 mph wind, 22.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- From 20 pif at 19.57 to 20 pif at 27.50 roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- From 5 pif at 27.50 to 5 pif at 28.50 BC- 960.25 Ib Conc. Load at 7.93.19.57 Wind loads and reactions based on MWFRS. BC- 263.02 Ib Conc. Load at 10.00,12.00,13.75,15.50 17.50 In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X8= 1 .5X4 III 4X8= \\ �\ _19 W5 / \\\ W3 4X50 4X506-11-4 / \\ i / � \7 ///-'1.5X40 1.5X4o� 1-0-0 19.2.4 1-0-0 T 5X7(R) III 5X7= 5X5= 5X7(R) III 1012(E1) _ 1012(El)= L1 J L1 IJ ai 4-0-15 3-10-1 5-10-0 5-10-0 3-10-1 4-0-15 7-11-0 5-10-0 5-10-0 7-11-0 7-11-0 I 11-8-0 I 7-11-0 _J 27-6-0 Over 2 Supports R=2638 U=574 W=5,5" R=2638 U=574 W=5.5" Design Crit: IRC2012/TPI-2007(STD) E0 PROFFS PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . S� OR/-/1/-/-/R/- Scale =.25'I/Ft. PILL omponentsofWBC 503ve 118 "ARNINGI•a REAR ANO FouoR ALL NOTES or THIS oRANINSI 0 + 9 TC LL 25.0 PSF REF R7175- 61465 Truss 1 ..I�opTA�•• PunxlsR THIS mwlws to ALL CONTRACTORS INCUMI c n� IMSTALUM' 19575 P 825 N 4ih Ave,Cornelius 0 97113 Trp,,..,r.qp,..... er. .n rabritating. banm,ne. aM1rppi p. Ins calling a� brac,ng. R.f.r w and f.Il • r TC DL 7.0 PSF DATE 04/13/15 e lac t Wi[lon ofr SCSIs(Sulld i,g Lanpenen Safety Informclon. by TPI .,m MlTG) for safety Pract ces prior e fur+c=ions. Installers shall provide temporary br•c ing Dar BCSI. Iln less nocetl o ber•Ise. cpenfu nns^g= , t eM1etl st ruct Tal ,M1ea[n ing eM b.[[oe cM1ord shall nave a properly a[e<M1etl BC DL 10.0 PSF DRW CAUSR7175 15103125 op o tl hell„ne.prppar o et a , t ave br Inscall�`Rvr BGS^ rlg ltl ce Iing. laca[lons sM1•n for perrul+encu lets Tal res c„laCerpfeLr.M1*1 M1 ec^g e v 0 13/20 15 [Ipns Bl. BT ,, u10. ne aep,IccnlrN .. A plata,tp e tl pa,ltlan e.,ne•n erm n BC LL 0.0 PSF CA-ENG GWH/GWH �Ip Beca Is. nl esa nv asp frslse^ Rarer a ern.Ings 16-t for s,n 1b. Pla[a P..Iclpns. OREGONAlplrw a tllvls lun of IIBI Buildl,+g Cumpun.n ca Gruup Inc. all nu[ba respunslble furanydeviat,un fruw cM1le•,rg. .ny r.ilara[u np,ld rhe[p e , c.nrurm.rv.a ei n AMSI�TPI 7. nnndl,n9. shIPPInR. •� "e�.20,tig90 P TOT.LD. 42.0 PSF SEAN- 160149 AN ITW COMPANY a conation a bracing.r v„aaea. er Prob«Ion.I.rolr+«fip A swl aM1 tbl.tlr«I q Pr=r Pelle Il.elnR cnl.tlr«I p. I m,<.ea..,e I.M1. �O L 0 W•N DUR.FAC. 1 .15 FROM I KE r«pore lblllcy m1•Iy Tor w tle•,pn Dire..• Ti.sult.binty arm ue•or H,1•ara•Irq Tor er71 otru<rure ,.r» R75I RUMB:t Cilrle r•.pon.Ibl llty or th.RNI1,11M S«Iprr per ANSI/TPI 1 S.<.3. s8351 Ro ci imle Far mare ^.a ma;an s chis job's 9anarel a p.ge ontl c . Nab slce,: ReneraldMef 302015 SPACING 24.0" JREF- 1VFK7175ZO4 ALPINE:we.alPlnel[e.con: TPI: . pinst.a rg:RTCA:-.abcl-d 1Y 1c ILL .rw.iccsefe.arg I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - G1) 120 mph wind, 23.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Top chord 2x4 DF-L #1&Bet.(g :T2 2x4 DF-L #2(g): roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #1&Bet.(gg) Webs 2x4 DF-L Std/Stud(g) :W5, W7 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. :W6 2x4 DF-L #1&Bet.(g): In lieu of structural panels use purlins to brace all flat TC a 24" OC. Connectors in green lumber (g) designed using NDS/TPI reduction factors. BDeflection meets L/360 live and V240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 4X5= 4X5= T2 \ 3X5, 3X541 W W6 W7 \/ 8-11-4 9 \ 4X5 4X5 \ \� 19-2-4 1-0-0 1-0-0 ' 3X5 III T T 4X5= 3X5= 3X5= 4X5= Ll J 3X5 III 3X7= �1 1,J 6-4_g 4-2_8 6_4-0 4_2_8 6-4-8 6-4_8 4-Z_8 6_4_0 4_2_g 6-4-8 10-7-0 I 6_A-0 ( 10-7-0 _I 27-6-0 Over 2 Supports 'I R=1276 U=96 W=5.5" R=1276 U=96 W=5.5" RL=168/-168 Design Crit: IRC2012/TPI-2007(STD) v PRoFFS+ PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01 . S, OR/-/1/-/-/R/- Scale =.25"/Ft. ••IiARNINGI•• R ANAND FOLLOW ALL NOTES ON THIS DRAWINGI C9 .Q 9 TC LL 25.0 PSF REF R7175— 61466 Truss Components of Oregon (503)357- 118 „I�RT�r FURNISH THIS DRAWING TO ALL CONTRACTORS INcwWIND THE INSTALLERS. 19575 P 825 N 4 h Ave,Cornelius 00 13 Traaeea regalro—r—caro In rabrlaating, hanal-g. shIpping, Ins calling antl brx,ng. Reran-and rallaa r TC DL 7.0 PSF DATE 04/13/15 tl»lets st edlclpn°r SCSI (Dullal,g Caaponan Se-y Info rnwcl°n. by TPI end WrU) tar seraty practices pylar I r ficsl. unl.ee nates atnerwl,e. 10.0 PSF DRW b perr°raing tneae rw,atlan,. Inat,u.ra.Len Pr°„'m cemporsrytbrmc ro Pe a t, BC DL CAUSR7175 15103158 top cna rtl snail ne s prup.rr ly ectecnea Sino rel soca Ging eM ba rnbeenara sM1ell be a properly a ched rlgla cell1-_ Incetl a , ran perebnerKa l eterel�eecM1l necar°�tra Hell neva lbro Ing InacslleovPar 8051, seccl°ns 8]. 87 ar 810. ns applicable. Apply plates r —pas eMwn sb a eM° (] 13/2015 n n� Lne a,nt Detella. unlace,noise at��ls.. R.rer to.....ro 16OA-Z raru;tenaertl �altlana. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH glp,ne a alv lslun ur 'T"eu11a1rq G+mpun.nu croup Inc. sial l rwt •resw^sable r,.r any aav�aclon rrua Ln is ar..�ng, any rallar.to sal Id t.t ae .n tanraraan�.w M1 ANSI/Tplb/. r ran handing, an app ung. 9 men.20,1990 P TOT.LD. 42.0 PSF SEQN- 160151 AN irW COMPANY {nat.liet an A br.cing ar tro,aee. /Q A—1 an this dr—Ina ap ar Paa.r pa Ilett q thio tlrwinN. Irefleetea.ab.prene.ar pr°r...leh.l.roln..rinN a O10p W DUR.FAC. 1 .15 FROM i KE rasppnelb1lity eo le ly ror rlia deelRn.haan. Tha aul ubl llty ane sea pr sol.drying rpr.ny.trutluire Ie w _F`lbility of tin 8ulidlro Octel pray Par ANSI/TPI 1 Seel. 8351 Ruvana Circle Far.ora if-a th,,,,b.s g-111ne p+ge end t..eeb sites: Ren—Id to 6/3014015 SPACING 24.0" J REF- 1 VFK7 1 7 5 Z04 Sxr a xMo,CA 95828 ALPINE .wlpinelM.can. TPI' waw.tpinsc.°rg:WTCA:was ebclntluatry.cam; ICCaaw.lcc+a re.arg THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - 132) Top chord 2x4 DF-L #1&Bet.(°) :T2 2x4 DF-L #2(g): 120 mph wind, 24.78 ft mean hgt, ASCE 7-10, CLOSED bid° Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT 11, EXP B, wind TC 01=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(q) :W4, W8 2x4 DF-L #2(g): :W5, W6, W7 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on 6NVFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC 9 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5=- 5X5=— T2 X5=5X5=T2 i i \ / 6 3 X 5 j/ W" V17 � 3X5 10-11-4 4X5�i \\4X5 z W4 1-0-0 19 -2-4 1-0- 3X5= 3X5111 T 4X5= 3X5= 4X5= 3X5 III Li -J 3X7=- L1 -J 6-4-8 6-10-8 1' 6-10-8 6-4-8 6-4-8 6-10-8 1' 6-10-8 13-3-0 -� I 13-3-0 _I 27-6-0 Over 2 Supports R=1276 U=104 W=5.5" R=1276 U=104 W=5.5" RL=205/-205 Design Crit: IRC2012/TPI-2007(STD) r�D PROFF PLT TYP. ITWBCG (Nave FT/RT=2% 0% /4 0 15.01 . SS, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Ore on 503)357- 118 •.'?ARNINGI• READ AMD F011OA ALL NOTB ON THIS DRAIIII.1 t1 F TC LL 25.0 PSF REF R7175- 61467 P 6 (t 1 "IWDRrAxr FURNIaN THIS DRAW NO TO ALL CONTRACIMRS INCUMIUD THE INSTALLERS- CJ sQ 825N4thAve,ComehILs 97 13 rrpaa..r+Pwre e t ea. ar In roDrluting. n nm,ng, .nipping. 1.ntan.ng and Drop ng. aenr w a,w rpnw 19575P latest.tlitipn orrBL51`(Building Lpwppnent snraty Inrprnetlpn. °y Tpl end VTCA, _, ety—It, 11 Prier r TC DL 7.0 PSF DATE 04/13/15 °per loreing c es.runctlons. In vllers snail provitle cenpv nary Orac irp per BCS1. Unless rotetl ache r.Ise, t.P crore ahannhall properly a ecn.tl scrutt ral an.eening alta wc�tnprd anon n .p'ph`r1y„cat• BC DL 10.0 PSF DRW CAUSR7175 15103124 rig ld telllrg, lncatlpns shpmtror pernenantu lateral r..relnt v r es shell haps Drec.ng n e'!-P.1.1 SCSI �� +act on+BD, 87 yr BID. hA epplicebfv. Apply plates rn aCch rete v tr ps end pp:lt_a++hoa...Dove entl an 0 I3�2O15 a ine�p,nt Deta,l,. °nla,e rod atmmis, R.rer to orae n IBDA-Z °Ata, d Plata Pee tl.na. BC LL 0.0 PSF CA-ENG GWH/GWH Alp l,m, a tliv slvn ur IA Bul lding cu ...t croup Ino. a all roc Os r.appnslbl.ror any d-1-lvn from chis OREGON dre.ing. any ra,lur.ip build ine t p.a .n tpnrp.,a..n.:.. h ANSI/TPI ,. r rar handl,"°, .h,pp,eq. 1 all.20 ig9� �P TOT.LD. 42.0 PSF SEQN- 160153 AN ITW COMPANY + c.11.clpn a Draoing pr crn,se.. y An'pon.l ,"I.aarlaf�fuf--a..°a IsM nro LTM sult�Dil�ryhew uwee ef`t.draliry b'a.;nn.e'rG+l�i:p�.. �O�D `�'•N DUR.FAC 1 .15 FROM I KE 8351 R.mw Circle rsapvnalbl llty ar w BulldlM DeelWt par ANSI/M 1 Sao.2. �l• Sacraaxnt%CA 95828 For"'pre lnror,e+tlon see U 11 3vb's°"neral ro a page aro crone.nb a Renewal dale 613 012 01 9 SPACING 24.0" JREF- 1VFK7175ZO4 ALPINE: a.alPlnelte.coe: TPI •va.. .vrg;VILA: .n..ebc lr.tlusiry,con: ICC: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - G3) Top chard 2x4 DF-L #1&Bet.(g) 120 mph wind, 24.97 ft mean hgt, AS(:E 7-10, CLOSED bldg, Located anywhlere in Bot chord 2x4 DF-L #1&Bet.(g)) roof, RISK CAT 11, EXP 8, wind TC 01=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Studlg) :W4, W6 2.4 DF-L #2(g): Wind loads and reactions based on MY9FRS with additional C&C member design. :W5 2x4 DF-L #1&Bet.(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= i 9 T 3X54' \ 3 X 5 o` i/ W 11-3-1Z j/ \\ (a) (a) 4X50 \��\ \ 4X5Zx S / / 1s-z-4 1-0-0 1-0-0 T T3X5= 4X5= 3X5 III 4X5= 3X7= 3X5 III Li 1j 6-4-8 7-4-8 7-4-8 6-4-8 6_4_8 7_4-8 7-4-8 6-4-8 13-9-0 I 13-9-0 _I 27-6-0 Over 2 Supports _I R=1277 U=106 W=5.5" R=1202 U=91 RL=195/-203 Design Crit: IRC2012/TPI-2007(STD) EO PROFF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . SS, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-!118 eYWARNINGI•e READ AND FOLLOW ALL 1WTES ON 1N1S DRAVINSI '� %4 (` TC LL 25.0 PSF REF 87175- 61468 R ••II�DRTAYT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TNM INSTALURS. V 925N4th Ave,Comellus0 97113 w ar in rabncaun haMl vying. ,n call, ane b acing. Rarer m ane rall°w 19575P Tri ragas.e t a e N• �� >^� _ ^� r TC DL 7.0 PSF DATE 04/13/15 e latest telt ion afreCSl (9ullding Campanant Safety Infvrmativn, by TPI and NiCA)rror safety practices Pr for v perfvr...9 c ane functions. Installers snail provide empv racy bracing p<r ISL51„avVenless noted ctnarelse. mp c d span rah_properly ectechad atructur.l ane .ng and bottom tnard ahetl a properly attached BC DL 10.0 PSF DRW CAUSR7175 15103159 rlgldhcellln9. Lacntivns 1M 1 far P.'_' rat Iota rblerest rel rat yr webs Snell Hove bracing Instelied per 9C 51 s 83. 87 or 910. a>aappllcvb`u. Apply ptnte>tv e1 face of tris°Y rad-coition es•na.naabove end on Q 1E/201 5 Q int Jo^rat Deta'Ss, unless n ted utnem,sa. Rarer to drn.,ngs 160ACZbevres andard plata poo tiara n OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alp ha, a div on or'ITN 9ui lding Cumpunenc•Gruup Inc. snail nu reapunaibis Pur any davlativn crus t wrtg, any.ailuro[n bwltl Me t se unTurmnnue w Ch ANSI/TPI 1, r fur hantlling, a PPing• 9 „gra-20,'is s°' !P TOT.LD. 42.0 PSF SEQN- 160145 AN ITW COMPANY Innis nation i bracing Pr crn>aee. A a-1 on UI•erwirp mr nvv.r p•g. Il.tlnp thl•er.•1np. 1.1..e.•....Ptanc..r prvr...leNl�npin.•r lop .apvn.ibllity m1elY for tba eeaipn.Ion,. Tlr au1Lb11Ity.,d uta mf tNls dre.Ing for arht.t furs I.rn. O C O W• DUR.FAC. 1 .15 FROM I KE Neponelbl l Ity or tb•swidim Ossiprr p•r ANSI/TPI 1 S-2 mi Ramona Cilcle mnto,CA 95828 For"'ora -" a colsobs gener,l s page•rad` wee Renewal dale 6/30/2015 SPACINGREF— 1VFK7175Z04 Su:ral ALPINE:www.s lPlneltw.cam. TP 1:� .epin>t.org, RTGA:w,w.sbc Industry c ICL Sww,.IccsaTe.o rg • i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - G4) 2 COMPLETE TRUSSES REQUIRED -- Top chord 2x6 DF-L #2 :T2 2x6 DF-L 2400f-2.OE: Bot chord 2x6 DF-L #2 :82 Zx8 OF SS: Nail Schedule:0.131"x3", min. nails Webs 2x4 DF-L #2(y) :W1 2x4 DF-L Std/Stud(g): Top Chord: 1 Row 012.00" D.C. :W3 2x4 DF-L #1&Bet.(g)' 44 2.4 DF-L 240Df-2.OE: Bot Chord: 1 Row ® 7.00" D.C. :Lt Wedge 2x4 DF-L Std/Stud(g)::Rt Wedge 2x6 HF #2: Webs : 1 Row @ 4" D.C. designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails Connectors in green lumber (g) g in each row to avoid splitting. ction meets L/360 live and L/240 total load. Creep increase factor for dead 120 mph wind, 25.34 ft mean hgt, ASCE 7-10, CLOSED bldgg Located anywhere in RISK CAT 11, EXP B, wind TC DL=4.2 psf. wind 8C OL=6 Defle .0 psf. load is 2.00. roof. R Special loads Wind loads and reactions based on MWFRS. --(Lumber Our.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 pif at 0.00 to 68 plf at 13.75 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied TC- From 68 pif at 13.75 to 68 pif at 27.50 5X5= per IRC-12 section 301.5. BC- From 20 pif at 0.00 to 20 pif at 21.18 BC- From 10 PH at 21.18 to 10 pif at 27.50 BC- 3 Ib Conc. Load at 21.18 543.19 BC- 543,19 Ib Conc. Load at 21.44,23.44,25.44.27.44 4X8-- 3X5 W3 T\\ 11-3-12 Wi W1 \ -�- � 19.2.4 1-_0�-0 1-0-0 T 1 .5X4 111 3X10= 6X6= a 3X12111 4X8(82) 3X5(132)(R) III J —�-2-3-0-,--�5-1-8 +---6-4-8�'1 13-9-0 I 13-9-0 _I _I 27-6-0 Over 2 Supports I R=5273 U=694 R=2065 U=227 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 15.01 . F OR/-/1/-/-/R/- Scale =.25"/Ft, PLT TYP. I TW8CG Wave FT/RT=296(096)/4 0 ••WIRNINGI•• READ AND FOLIA ALL YDrEs OY 7NI5 ORAVIYGI �� G IN FF �O TC LL 25.0 PSF REF R7175— 61469 Tru ss Components of Oregon 503)357- 118 „t Ate.• i11R SH THIS DRAV116 Ta Au cDYiVAC1aR5 INeWDINa THE INSTALIERS.� (, 825N4thAve,Comeiwsoi�97t13 tra.atr ro , „ a"°felh• icr 9r TC DL 7.0 PSF DATE 04/13/15 rra raaulr.. a In rmrlrac,nu. nell^o. nIPPInp. +n,onll.p.m brachy. Rarer cites Prlar 19575P m lei•t eEl elon or RC51 (Rullelnp[erpormnt Safety Inlornetlan. by TPI sne WTCA1 for+ etyaP ret . remtlan,. In+tal.ra shalilpravlee _braol,q n;.II ,a; �ly et.-d BC DL 10.0 PSF DRW C4usR7175 15103126 LPpe rforairoll ns a Prupvr lroY a come seruecu laterals restraint bfseb,P,- neva brat h' h+tallad`Pee RCS' rlplenc 1111. La�,tlen,• -^`:er pernermnt e e r" ,nPan.bora b a 0.0 PSF CA—EAG GWH/GWH +acclan+Bl. Rr ar RID, +eppllceble. Apply Place+c .en rate or a e„e pe+lelen e " 0 13/2015 BC LL ALP Ua Joint Details• u^I vfb•m tee atMnraeo^cRa rer to erer In 160A-Z ror'Pceneera place poal clone. Q IILII== AIPin.. a eivi„un of ITV Bullel,p Cumpunenca eruaP Inc. mall oat by reaPurolbl•rer anY eeviaclun rros cnlc OREGON any ra,lera tp belle in.t anfarmunt.alta ANS LTPI 1. ar r"r h.r..IN. ,n pPlnD. del t�..i TOT.LD. 42.0 PSF SEAN- 1b 186 AN ITW COMPANY In c.ualon A brec mp or er.n,ea. of prof...loro1.rvin..rlp e7 v8n.20 'I9� (G` Ar assl sn this dr..lnp or b r page Il.ehp this or"l1l, IIW IoaL.sonspts•1es l�O •� DUR.FAC. 1 .15 FROM I KE ravpon.lblllry w1alY ror w ees 1pn slm.n, Tro wl4bllley aItl uN of this or far sly strllcralre Is tro rasPe^sl bll ley or[M Rul lellq D—.l10n Pr A1L51/'rpl 1 Sae.2. 8351 Ruwn=Cirtic J pa,mra .ro rmea aab„ SPACING 24.0" JREF- 1VFK7175Z0 5=rwcnt%CA 95828 For acre hro,,..e ion,o tl,l, Pb•a 1 ^o +PaDe TVI: *ICA: IDC: .a,..l"c,ere.erp ALPINE:ww.alP lrm lcs.cee: + .cP lnatrPrp; avw be lneu,try.<om • e 1 1 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - H) Special loads Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): --(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bot chord 2x6 HF #2 TC- From 68 plf at -1.00 to 68 plf at 7.92 Webs 2x4 DF-L Std/Stud(g) 'W3 2x4 DF-L #2(g): TC- From 34 pif at 7.92 to 34 plf at 12.62 :Lt Slider 2x6 HF #2: BLOCK LENGTH = 2.000' TC- From 67 plf at 12.62 to 67 plf at 19.39 8C- From 5 plf at -1.00 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 7.93 120 mph wind, 22.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- From 10 plf at 7.93 to 10 plf at 12.62 roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- From 20 plf at 12.62 to 20 plf at 19.39 8C- 960.25 Ib Conc. Load at 7.93 BC- 263.02 ib Conc. Load at 10.00.10.54 Wind loads and reactions based on MWFRS. BC- 824.18 Ib Conc. Load at 12.62 In lieu of structural panels use purlins to brace all flat TC m 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 5X5(R) III 5X5= \ T2 9 9 1.5X4 / W\3 4X80 6-11-4 3X5�i / \\� \`\ \ \ 1-0-0 %/ �19-2-4 1012(El)= 5X7(R) III H0615= 3X10111 4-0-15 1 . 3-10-1 4-8-8 6-9-2 7-11-0 4-8-8 6-9-2 7-11-0 I 4-8-8 I 6-9-2 _I 19-4-10 Over 2 Supports �I R=1962 U=413 R=1912 U=390 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 , F OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOregan 503 357- IIS '"®ARNINGI•• READ AND FOLLOW ALL NOTES ON IMIS ORAW11161 �e� ��IN�F �p TC LL 25.0 PSF REF R7175- 61470 ••II&ORTANT•• FURNISH THIS DOSING TO ALL CONTRACTORS INc LUOINO THE INSTALLERS. 825 N4Th.Ave,Cornelius 0)�97113 Tr es,raguirn n t nma arw In fabriwt.ng. na tlling, snipping. ,ns call.ryl ane brat ngefgerwr="ane f"11 w 19575P TC DL 7.0 PSF DATE 04/13/15 ne lot t aditivn a fr Best (00i ng Compos nt Safety Informetlon. by TPI end yT,LA) tar s ety prs tices prey ,.acro r BCS'. Unless rotetl`o Uerw:se.r o pe rfarming tnesa functions. Install, Snell prp��tle tempo rsry g Pe a P�upwr y a t sap c ortl sna„ n e properly e abed= rel enaatn�.,a and bottom=Hard enell n°�• ' eLl�d BC DL 10.0 PSF DRW CAUSR7175 15103127 rlgltl„celling. Lacntlune s awnY r parmanentulate rel tra nC of w b'u ave brat talledt per BCS' �� to tlo„^B3. 07 ar a,0, es vppllcebla. Apply platen tlea°etbif°`° amend„Pea�tlan'o;��wn aba.e and an 0/13/20 15 BC LL 0.0 PSF CA-ENG GWH/GWH Q S°`Jve t Oetnl'sur unlea°n ted ucnerw.sp. Refer t wings 160ACZ Burs stentlartl pinca vas�tiuns. AIPin of ITR euild.ng C--,6'oup Inc. mall- reapon°l ole fur any tlev ia[1°n frvw tnis OREGON draw. a ''Hilo Ca bulltl tna truaa in caorme,,.w to ANSI/TPI,1. r fur naMl.nq, sniPP,- TOT.LD. 42.0 PSF SEQN- 160204 AN ITW COMPANY i taii,t8o s,rep ung of trusses. Anw1.n MI.erwlp pr=1 P.w I lstlnp tnl.drwlnp, Intllb.W.na.Pr m.of Prof..a.na.nRllm.rinO ��O A.zo.19 DUR.FAC. 1 .15 FROM I KE espon.iblIlty mlely fpr w tlewlgn eis.n.. The eultab1l IYy entl u.a of Nle tlrM l,g tar am.tncn,r.I.tlr D . V rasporro lblllty'r tM 0ulltllwg Dw 1pror p.r ANSI/TPI 1 Sse.1. 8351 Ruvana Cimle Fpr copra Infor = tbls,ab•s g_a I no ,peg,and t ,web s. SPACING 24.0" JREF- 1VFK7175ZO4 SacrN Ma,CA 95828 q: y °a,,,. eara.ar Al ME:ww.el p lneltw-cum: TPI .tpinst.ar NTCA:wwn,sbclntluscr ICC. www g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - H1) 120 mph wind, 23.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x4 DF-L #1&Bet.((gg)) roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chard checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2,00. 4X5= 3X54" W5\ \\ \3X50 8-8-7 C 1 .5X4III 1 .5X4111 1-10-7 1-0-0 / 19-2-4 3X5= 3X5= 4X5= 3X (R) III �1 J 4-8-05-7-4 5-7-4 3-6-2 6-10-0 6'10-8 5-8-2 1 10-3-4 1 9-1-6 _I 19-4-10 Over 2 Supports _I R=922 U=65 W=5.5rr R=846 U=53 RL=142/-144 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . 1 F OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Com onentsafOregon (503)3 7- 118 r 1�� ,2ARNING1•e REM"DFOuoRALLlure ON THIS ORAVINGI pro �r,1N�F �p TC LL 25.0 PSF REF R7175- 61471 pp R nMWISN 7HIS ORAMING To ALL.Cov AcmRs INCLIIDIMo THE INSTALLERS, A 8 SN4thAse,Corneliuso 97113 uveae raapira.t amm r ,n fabriwtinq, nandl,n9 snipping, In tail,ng ane br-x,nN. Rafar to and ruliu. 19575p r 9 TC DL 7.0 PSF DATE 04/13/15 the latest elle Tan ofrBCslc(6ul ldi no Lomponent serety Inrormetipn, bysTPl end WTCA) for saracy prectice.Prior o pe'forming these'unctions. In callers sn+ll pro+ tempo' y bracing per tlCsl. Unless noted ocnvr.isv. top a Hall Mve Prepnrly a ached etrett rel an.atning ar�d bene.tom's,Hall M1ay.a prap.rly tamed BC OL 10.0 PSF DRW CAusR7 T7s 15103126 rigldncelling. lnce[luna eho.nt Cor permenantelate rol ro,tralnt of.b,,M1oll neva braclr,q sno.nlebweeandCel tion,63. AT or BiG. ass^PPllceb App IY plata,to Bath rate er troy and Pe,i teen e, n ' 0 13/20 15 BC LL 0.0 PSF CA-ENG GWH/GWH Q the Joint 3.roll,, uniae ted otnerr,eod Rerar cu dra.inge 16GACZ soraetenderd plata Poe itr are. Alpine, a d,vieiur,ur ITN sanding eompun.nta Groep Inc. ,beu ne n rmwm mw ror any d.eiae mn rru.tnie OREGON dray,nq, any fa II.re co nulla tM c a In can rerm.nce.to ANSI/TPI ,, r fur nanel,ng, snrpprnq, �j TOT.LD. 42.0 PSF SEQN- 160086 AN IrW COMPANY eco nee�on a braanq or trusses. Anwl on tel,drrllp or ew.r p.q•IIKIro sol•drrinq; IMlI.e......Pranp.of Prof..... .ro lnrfllq '4R man.20'tie �P DUR.FAC. 1 .15 FROM I KE rrpon•I blllty:Illy for,T.d.vlgn.no.n. Tn.B 1-1liCy and•••of-1..—Ing far e.ry etrveturo I.rJ.e O✓`D . ropon.lbllity oT U.5.1 dlro o..ig r p•r ANSI/TPI 1 Sod.1. 8351 Rdy mCimk .M�,eee«eb,� SPACING 24.0" JREF- 1VFK7175ZO4 Sucramcnto,CA 95828 por mora inror,a. loo a Ups^tb',germ,ral no supe ALPINE. i„i..elpinelte.cae TPI; ane+. .org:PTCA: moa. Indu,try.com; ICC:m...lccaefe.ergRenewal date(P=2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - H2) 120 mph wind, 24.04 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Top chord 2x4 OF-L #1&Bet.(g) roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind 8C DL=6.0 psf. Bot chord 2x4 DF-L #1&Bet.((gg)) Webs 2x4 DF-L Std/Stud(g) :11114, W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 4X5= 3X5�i // \ 3X5�� W5 zX 1 .5X4111 1 .5X4111 / \ \X \\ / \\ 1-0-0 / 19-2-4 3X5= 3X5= 4X5= 3X5(R) III 4-8-0 5-7-4 5-7-4 3-6-2 6-10-0 1 6-10-8 1 5-8-2 10-3-4 1 9-1-6 _I 19-4-10 Over 2 Supports R=848 U=57 R=848 U=54 W=5.5" W=1.5" min. RL=133/-127 Design Crit: IRC2012/TPI-2007(STD) O PROFFS OR/-/1/-/-/R/- Scale =.3125"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0 15.01 . ••!ARNINGI•" READ ANg FOLLIX ALL NOTES ON THIS ORNINGI i G FF OZ TC LL 25.0 PSF REF 87175- 61472 Truss Compponents of0regon (503)357- 118 •IIi0RTA1IT•• FURNISH Tues DRAW NO TO ALL CONTRACTORS IMCLNOIMO THE HNSTALIERS. �O 19575 P 9 925N4tt Ave,ComehusOR 97113 Try aenirn n t ama ar ;^r„r,t,t, g, M1aMing. anlPPi^e• ^a ll ^g a^°brad ng. Ra.nr t ana rn"°” TC DL 7.0 PSF DATE 04/13/15 sefec u riot a Iain st edition oft gGSlc(Aulltli ng Compane t Safety Info ri+etlon, by TPI en°'HTCA) for y pract„swil se, operfu�m�ng mean funcUuns. Instsliers shall Proveide cemppr,ry bracing per 1.51. pnlee noted o t BC DL 10.0 PSF DRW CAUSR7175 15103136 nrd s a n M1ane prnpnrly a catnm s rel s etning e^d bottom t and sM1n n M1ev a vrnveriy n etned r�gldr telling, lacntlunv Wwwntfor parmennntnlete rel rostra int ar wen Z!,"."', Mll nnva bracing snown'e-per 9CS1 r� [Iona 11_11..r o .1O. ns eppllceble. Apply Pletaa to earn r.te nr t�� and pPaitlon• b "•^°•^ 0 13/2015 BC LL 0.0 PSF CA-ENG GWH/GWH (i �e Joint gi . nnlms na ena utl.n Sash^ g.re toL:r�w lingf 16gAd rnrescand.re Plata v�sltlune. p ALP III II�ILir(—J�' to 1pinn a mvlsion ur ITA Bplld i,q compun.nts ereuP Inc. snail ,rot nn rspunsibl"rum any mviatian rrem tnla OREGON wr ng, any fnllure-r buil°the t l wnfurman n ANSI/TPI ,. r rut M1andl�ng, sn�pP ing. tea„ 20 �e9� P TOT.LD. 42.0 PSF SEAN- 1 60089 AN ITW COMPANY tlnstal-1t L bracing er eraama' ♦ r...lo,rl aroln..rlro A wl pn tnl.dr..lro dr ppy.r paNN 11.t1ro inl.drwl q. 1 Wle.taN Nm.pr c.P Pro �OC D W N� DUR.FAC. 1 .15 FROM I KE rsalwns101 Illy mlaly ror w design Mow•. TM auleebl Iq and w bT Vii.drMlro Mr arty atrtsLlrf le tlr raspenalb111ty or tM Oul ldlro Oa.l grrr p"r ANSI/TPI 1 S-1. N351 lcvC Circle infarnat—a e,nia Jeb•a ge^nral — ,page a^d t wab+ SPACING REF- 1 VFK7 1 7 5 Z04 S;¢laiTicntq CA 95628 For"'°`" ^"a^ Renewal date fJ30/2015 ALPINE.www.elpinelt+.con: TPI: wwe.tpin+t.org;MTf.A:rtay.sbclndu+try.c", ICC: ww. arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - 1-13) Top chord 2x4 DF-L #1&Bet.(g (**) 1 plate(s) require special positioning. Refer to scaled plate plot details Bot chord 2x4 DF-L #1&Bet.( ) for special positioning requirements. Webs 2x4 DF-L Std/Stud g) :W4, W5 2.4 DF-L #2(g): 120 mph wind, 23.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in :Rt Wedge 2x4 DF-L Std/Stud g): roof, RISK CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00, per IRC-12 section 301.5. 4X5 Z � 9 (� � 9 / / \1 .5X4// 3X5�i � j w5 \ \ 8-8-7 1 .5X4 III 10-0 0-_7--7 *19-2-4 3X5(R) III 3X5= 3X5= 3X5= 4X5(**) III 4-8-05-7-4 5-5-13 5-3-9 6-10-0 6-10-8 7"4"2 10-3-4 I 10-9-6 _I 21-0-10 Over 2 Supports R=920 U=59 R=922 U=58 RL=140/-143 Design Crit: IRC2012/TPI-2007(STD) p PROP PLT TYP. ITWBCG (Nave FT/RT=2%(0%)/4(0) 15.01 . FS OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Com ((503)357- 118 **19ARNINCaI*• READ AND FOLLOW ALL NATES ON THIS OR" 0� XG F�l� 02 TC LL 25.0 PSF REF R7175- 61473 8 5 N 4th Ave,Cornelius O>2 97i 13 ..IMoRTT tarn FIRM] THIS DRAW NB Tv ALL cgNrRACTORS INCLUBINB THE INSTALLERS. . Tr.asna ragn,ra a n rabritating. handling. shfPPi^g• allinV ane brxrnV. Rarer t ana r�ll.a 11/ 19575 P ` TC D L 7.0 PSF DATE 04/13/15 a latest ad it i.n or SCSI (Bulla log Campona,t Ssf<tY Inr.rmatl.n. by TPI s,M wrCA1 for saratY Practices Prio V o perr.rmi ng these functions. Installe sMll Provide temporary bra .ng per gCSI, Unless noted otherw;se.r iaP..rd=all a pr.pnrly a a.hetl. ral .� hi,�and t=hard =pr°par's*to°had BC DL 10.0 PSF DRW CAUSR7175 15103139 rig ler calling. Incnel ons shownt r.r permanentu lateralat treint of webs shell have....ing enstal letltper BCS^ �F= t ana Ba. BT r B,o, as apPlicaber lse^P'Y Plata.t a a.h ra.a.r tr...°6i nd pnaiti.n„ haw ab.°.a ° 0 1 3/20 1 5 BC LL 0.0 PSF CA-ENG GWH/GWH the J.IntaOedtai ls, unless noted.th Refar C.tl wlnps l6nuCZ�or antlard plate p.sltiuIt A lPi na, iaai.n.r ITW eel laing c.mP.nnnta er.i.p Int. arise n eapuna ml. rar any aevmu.m rr.a cnia OREGON tlrawin any ra lara w b.1.d the tr... i t.nr.rmanta w th pNSI TrI ,.' r rar handling, ahIPP119. en so Seem P TOT.LD. 42.0 PSF SEQN- 160096 AN 17W COMPANY tai/:t i.n A bracing.r tin„ea. p. f,aalg.l I wrl 9 „;.1.elthismrlslyfor tb.assign Ils�ls�nrp Tlr aulLbthis plityaa l uw ar�d. 9:ar.,.tr” .Is tb. ROIL0 W. DUR.FAC. 1 .15 FROM I KE r„p.n.i bl lity gr Ln.B. dim 0—.guar pr ANSI/TPI 1 s.a.a. 8351 Ruvana Cilcle n. . s the,e web aitaa. SPACING 24.0 JREF- 1VFK7175Z04 Sncranento,CA 95828 For mora �nrprm.t+on tai.J.b•s general page ane atPINE: ww..e 1pineltw.t.m, TPI: w .tP inat.org, Wrra: waar..b.l ad.ary..om. ICC aww.i.taare..rg Renewal date 6JS0r1015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - J) 120 mph wind. 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Top chord 2x4 DF-L #2(g) roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #2((y)) Webs 2x4 DF-L Std Stud(g) Wind loads and reactions based on MMIFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DINGS A12015ENC101014, GBLLETIN1C114, & GABR5T101014 for gable wind Ib racing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" requirements. AT 48" o/c Ion top edge. DO NOT OVERCUT. No knots or other lumber defects Q allowed within 2" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf Tion-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. Fasten rated sheathing to one face of this frame. 1 .5X4 III 12 I 1 .5X4 III 3-0-0 3-0-0 1 .5X4111 j/ 1 9-1-2 1.5X4111 1 .5X4 III 1 .5X4 III (,.911 1 e 1-6-8 2-0-0 Over Continuous Support R=126 PLF U=53 PLF W=2-0-0 RL=75/-17 PLF Design Crit: IRC2012/TPI-2007(STD) PROFFS PLT TYP. ITWBCG Wave FT/RT=2% 0% /4(0 15.01 . `� S OR/-/1/-/-/R/- Scale =.5"/Ft. *,WARNING[** READ ANO FOLLOW ALL NOTES ON THIS DRAWING' �� NX F,Q y TC LL 25.0 PSF REF R7175— 61474 Truss Components of Oregon ((503)357- 118 ••IMPORTANT•• FURNISH TNIS DRAWING TO ALL CONTRACTORS ImcLWING Tiff INSTALLERS. 19576P 9 825 N 4th Ave,Comellus 012 97113 Tr..e.reap b e irar tar. in eabr roti g. handling. .nlppl p. Ima[alling and bracing. Raf.r t.and fo no. r TC DL 7.0 PSF DATE 04/13/15 e latest aditl on pr 8051 (8ulltl l,p Cnmpone C Safety Inla True Clpn. by TPI e,M WTCA) for safety prec[Icee pr lar o performing these functlpns. Installers s„ell provide compo Nary bracing per 8c51. Unless noted ben iso. mp onortl Snell nape propery ectednad sirodc rel sn.et„Ing and wccoa enpre.nen nape a properly ett.1h,d BC DL 10.0 PSF DRW CAUSR7175 15103141 rigid caning. .......n Ter parmenanc l.tar�lco�ecnlnece Drab'.nelianaoslelon ag�n wo�eweeen�col 0 /13/20 15 asctldns 83. 87 or 810, es aPP1 ..ble. Apply plat ” BC LL 0.0 PSF CA—ENG GWH/GWH Jalnt Details, unless no ed u neu•ise^c..R.11 G,co tlr�rlrgsrl6— torah'Ibi plat.posltluna. OREGON IIJrL�J/ Alpl Tia, a d,vls lun of ITR Bulldl ng l'umpunanis Group Inc.shall nu[be raapuna�ble fur any deo laelun from Lhis drawing, -nr Tonere eo b.nd ane a as I onrormanu Mtn ANSVTT+I ,, r Nor ha,Wling. s„�pPing. '� tea„ 20 19� �P TOT.LD. 42.0 PSF SEAN- 160194 AN ITW COMPANY Im.can.c�pn b brocing of v..... s� A ar[en eM•drrlro dr pbvr p•pW IlsAing Lille drring, InC1eaW•nbeprnd.pr pror.ulenWl•lphwrirp OI D \l+•Te DUN.FAC, 1 15 FROM I KE ra.poru lbllity'lab ror H»drlgn and.n. T1s witablllty ells ur gf th 1•drwlrp for aro atrucwr•1•tlr ` Y. rrp•nslbll lip b1 t1r Halla lip 0—iw-r p•r ANSI/TPI 1 Sr.2. 8351 R.".Circle .dd a,a.a.ab s. Renewal date 813012015 SPACING 24.0” JREF- 1VFK717SZ04 S•sm M.,CA 95828 For mora Inrorm.cldn,e this/ob's general a p.ge ALPINE. rw.e 1p lne lcr.caa: TPI: w.r.LPlnst.org:WTCA: rr bcintluscry.cov' ICC:.w.lctse erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415109--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - J1) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2kg) roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std%tud(g) Wind loads and reactions based an MWIFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III /� 12 F_// 3X50 3-0-0 3-0-0 i 1-01-0 � rl3X5=- 1 X5=1 .5X4 III �g le�J 1 12 1-6-8 3"12 I,1IF1 9 1-10-4 2-0-0 Over 2 Supports R=157 W=5.5" R=79 U=25 RL=44/-31 Design Crit: IRC2012/TPI-2007(STD) EG PROBES PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . S OR/-/1/-/-/R/- Scale =.5"/Ft. ••YARNINGI•• REAR AHO FOLLOW ALL IOIES ON THIS ORANIYGI F� TC LL 25.0 PSF REF R7175— 61475 Truss Components of Oregon (503 13 i 18 „I .. FURNI rx15 ownuo TO ALL CwrRAMRS ucwonG nre IRSTAuE+s. �� 19575 P 825N4thAve,Comellus0 97 I3 Truaw,r.q°I ar In rabr,<atinq. haMl,ng. ,hl PPinq, in,tallly a tl b < A. Ra*arc antl rnlloa r TC DL 7.0 PSF DATE 04/13/15 th. lace st edit—IfrM S1 (B.11—g Component Safety 1-.rm+elon. by TPI enI 0A7 rror,erety Pr+elcea prlvr [nese funcci°ns. In talle shall prow itle Campo nary br+cinq par 5C I. Unless not.ticptharaise. toPcno*E'"s"hal h.e prup.rlY,[ech.tl i <t rel ,1,eethi q antl�ttam thnrtl shave h+ a Pr^Pirly ettnth.tl. BC DL 10.0 PSF DRW CAUSR7175 15103145 gitl<.nl g. nc.tle—,ho f°r pern.nene°lateral re,trant er ae°,snen n br Ina:ho.„I lea par Besl 0 /13/2015 �� vPPllcabfv. A^p1Y Plae, tr° tartl Pe,ltlen a, abeaa end e, BC LL 0.0 PSF CA—ENG GWH/GWH d the °Int g.talls.nunlesa n t.tl nth.ra.,a. R.I.,to tlraal ,60ACZ aPr'� ertl Plet.peeltl OREGON Alpin., a tllvl,le of ITA BYlitling Compvn.nta Group Inc. 'ANS — respun°Ib”rur any d—It—1 rrum thl• /� J tlr.aing, nnY fa.lur.t u;ltl the t tl„ , tnnrarm..nte.Ith AxsvTP, . �r.°r hantllvg, shIPPIrW .20,is �Q� TOT.LD. 42.0 PSF SEQN- 160191 AN ITW CAMPANY In,cau aclon a brae l.p°or trl„sea. A rl on th,a drwirg or tear Paw Ilatllp thla droop. Indl—.evape.eea Of Proraaaie—I 'rq"l r'rq �Q�p W•N DUR.FAC. 1.15 FROM I KE rope—Ib111tY ola•y far tiv MIR"shear,. To_,—.I Ity arA uaa or 1 1a tl 'M for-IV aCnlpturo I-tlr r►aponalblll ty of tM Bulltl ll,R RolRur psr AUSI/TPI,S—.l. A351 MD,ng Ci¢le Sgcmmcnt6,CA 91829FPr mor° I^*°raai°^,a th, g°^°r•' n °P+9e°^° °'°"°°, Renewal date 8190@018 SPACING 24.0" JREF- 1VFK7175Z0 ALPINE: ww.elPlneiW.com: TPI w•v. Pt.org. Ir TCA: aw. bclMustry.con: ILL:aa..lccaa org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - X) 120 mph wind. 22.78 ft mean hgt. ASCE 7-10. CLOSED bldg. Located anywhere in Top chord 2x4 DF-L #20) roof. RISK CAT 11, EXP B, wind TC DL.=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #2N Webs 2x4 DF-L Sttud(g) Wind loads and reactions based on MWIFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 1 .5X4 III i 12 F / 6-11-4 1-0-0 / �19-2-4 3X5(R) III 4X5(R) III 1.5X4 III l.l9 1"12 7"12 5-7-12 1' 2 5-9-8 �--5-11-4 Over 2 Supports—� R=327 W=5.511 RL=152/-61 R=263 U=94 Design Crit: IRC2012/TPI-2007(STD) PROFES PLT TYP. ITWBCG Wave FT/RT=2% O% /4(0) 15.01 . S' OR/-/1/-/-/R/- Scale =.37511/Ft. ••iARNtN011• Renu AND FOLLOW ALL VDYS ON THIS BRMINGI 46Q y TC LL 25.0 PSF REF R7175— 61476 Truss Components of Oregon 503 137- 118 •.IMMRT,�.. FURNISH THIS RRMINB To ALL cmrtRACTVRS INCLUDINa TRE INSTAusRs. (V 19576 P y 8'_'5N4thAve,Cornelius o>� � fabriw[ny. hamling. ,hiPping. lnataliiy dbrao;ny. Rafarw'nd'"""" r TC DL 7.0 PSF DATE 04/13/15 t Safe[ Info rlwe[lon. by TPI entl YfTCA) f r safety practice,prior • la[est edl[lon of SCSI (Bulla g Laeiponen Y s he�Ise. perfp rm;,q[e,e funt<len,. Inawl1-sh .1",.L�Ite.p rY br.t irhpe rneshol�lnn UnleP ep.<�tl a wpM1ed BC DL 10.0 PSF DRW eAusR717s 15103120 top cnertl anal lhheve prupel ye ettechetl etruct r rea e f,eb rec a �nswll�toe,BGS, rlgltl eell�n0. teea<lana an far per«non<ula<eralto a aln<h"wa hell ne"e tl I^R a " 0 /13/2015 3. 07 Pr B,o. e,-PPI--a e. APFIY Plates .<h f.[e er t" and pael,aC�.a Ir'o,. end a BC LL 0.0 PSF CA—ENG GWH/GWH ��r�� u.�o�nt oew l,. unl«,np[ed"tna .l,a. `Rarer L"a�ra.inea IboA-z rar�s,n 1 P P^• OREGON a Alpine, a tliv i,ion of ITN BYIItlInR l'uapunsnts Gruup Inc. -1-11 wt be «pun,ibie fur any tlsv ration fruit LM1Ia /1 J tlr.eing, anY rale"re to bulltl[h.[ a, In "nf"r�.n,, alin nNsvTPI ,.`er fur--11nR. ahlppi,g. Y.9 Vin za 1990 Q TOT.LD. 42.0 PSF SEQN- 160056 AN ITW COMPANYmi ' : ' S �O l .15 FROM I KE —iq"picy:fTM . . 8351 RawJob's thpA,.n,Ci-k mP"".Ibll lir or Ftl..WildlnR p«IRiur Per AR51/TPI 5«.a. pr Inre,.e,<ien a is 9a royal , the eb, Renewal dale&3012015 SPACING 24.0" J RE F- 1 VFK7 1 7 5 Z04 Saramcn14 CA 95828 AIFINE:w.r.alpin.l[w.cen: TPI: «.. orR: rMA:,w. rind",ery.cw.: ICC: .erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CG) Special loads Top chord 2x4 DF-L #1&Bet.(g) ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bot chord 2x6 HF #2 TC- From 66 pif at -1.25 to Ei6 pif at 2.34 Webs 2x4 DF-L Std/Stud(g) TC- From 33 plf at 2.34 to 33 pif at 7.34 :Lt Stub Wedge 2x6 HF #2: TC- From 66 pif at 7.34 to Ei6 plf at 9.73 BC- From 5 plf at -1.25 to 5 pif at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 2.34 BC- From 10 plf at 2.34 to "10 pif at 7.34 120 mph wind, 22.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- From 20 pif at 7.34 to 20 plf at 9.73 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- 46.30 Ib Conc. Load at 2.34 BC- 93.84 Ib Conc. Load at 3.10 Wind loads and reactions based on MWFRS. BC- 121.70 Ib Conc. Load at 4.84 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied BC- 218.09 lb Conc. Load at 6.43BC- 191.58 Ib Conc. Load at 7.34 per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Right end vertical not exposed to wand pressure. load is 2.00. 1.5X4 III i 3X50 ® 6-10-1 7.2 \�\ 1-0-0 / � / �19-2-4 3X5 III 3X7(R) III 3X10�(GG1) III I.1-3-0j 1n12 4-10-6 4-8-10 4-10-6 4-10-6 _I 9-8-12 Over 2 Supports -� R=687 U=153 W=8.167" R=697 U=152 Design Crit: IRC2012/TPI-2007(STD) E0 PROFFS OR/-/1/-/-/R/- Scale =.375"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0 15.01 . S •*NARMINGI•• REM AND FOLIA ALL NOTES ON THIS BRAIIINGIF,Q Z TC LL 25.0 PSF REF R7175- 61477 TrussComponents of Oregon (f503)357- 118 ••IVMTAKr" FuRNISR THIS ORMING To ALL CalIMACTORS INCLUDING THE INSTAUEn' �� 19575P 825 N 4th.Ave,Cornelius OR 97113 Tr°eeae r..t ama r in feel taU y, handling. eM1lpping. Inatall,ng ane b acing.Raf•r t°a d railuo �r TC DL 7.0 PSF DATE 04/13/15 e retest eeltion ofrBCSlp(Bulleing Component Safety Informatlmn, by TPI arW a CA)rT baratyo rac[Ices prier o perfo rninq tM1esa functions. In tell° sh•II proved•temporary brachy per tlC 51. Unl•es n tee otM raise. [op thole snail Taus pruparly et[echo st,-,rel sneetM1�ng erW bu[[vm LM1ord shall new a prap•rly a`<•chee BC DL 10.0 PSF DRW CAUSR7175 15103150 rigid telling. Locntldna snomn I_pelma...loteroito..ralnt of webaysheal have bracing mellb VpmaenaCo51 0 1 312015 tions B]. B7 or Big, es applicable. Apply plats ath race dr tr ^e pas l' °' ° " BC LL 0.0 PSF CA-ENG GWH/GWH Jonc Oatalla. unless note.dcl.a sl ea. Rorer co`a"r mge i6gAt sary'ta,-bl plata poelclone. OREGON JJJ Alp:,,: a d vis,on of ITH Building Cumpunen<a GfVYP Inc. snail /T b rsspuns,bl°fur any iPPI-.On Trum Urs wngany(allure w build the< a In wnTurm°n U ANSI/TPI ,. T nandlny, ,nipping. ,9 "+0 20 ysaw �P TOT.LD. 42.0 PSF SEQN- 160073 AN ITW COMPANY msca a scion a bracing of trues.,. `.' A•rl on this errinil or°war pW listirg this Arwing, ler.lc•tr.maaWrc.•T proHrlwiol orolrwrlro Rojo r•• D�Cl . 1 .15 �JREMF- �WFK7�175Z04 re•ponelb lllty solely ror ells deml�sMnl. Tho euleebllity.hal uoe of this erring nor•rry otrtctLry Io ter rponolbl l lty or Cfv Bul lelro Drlp+sr per IW81/TPI,Sr.l. 9351 li y iwCIILIL ...,tbeee see. a S 24.0 $;IcrBmcnto,CA 55828 For mora Infor,e.cion s to ls.�ob's genar.i n s page Ren wal dale 6190Y2015 AIP INE:w.+.e 1pinaltw.ron: TPI: w .tpinat.org. .'TCA: wam.sbclneuacry.com: ICC, ova•.Iccsefa.urg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CG2) Special loads Top chard 2x4 DF-L #2(g) --(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bot chord 2x6 HF #2 TC- From 33 plf at 0.00 to :13 plf at 5.93 Webs 2x4 DF-L Std/Stud(g) TC- From 66 plf at 5.93 to (36 plf at 8.32 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 10 plf at 0.00 to '10 plf at 5.93BC- From 20 plf at 5.93 to 20 plf at 8.32 120 mph wind, 23.53 ft mean hgt, ASCE 7-10, CLOSED bldgg Located anywhere in BC- 46.30 Ib Conc. Load at 0.93 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- 49.54 Ib Conc. Load at 1.69 BC- 121.70 Ib Conc. Load at 3.43 Wind loads and reactions based on MWFRS. BC- 166.93 Ib Conc. Load at 5.02 BC- 191.58 Ib Conc. Load at 5.93 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III 7.2 3X51e \ 6-10-1 3X541 T1-10-2 19-2-4 JLi 3X7 III 3X5= 3X7(R) III 3 121"12 3-1-12 4-8-10 3"12 3-1-12 4-10-6 - 8-3-14 Over 2 Supports R=477 U=152 R=561 U=139 Design Crit: IRC2012/TPI-2007(STD) 0 PROFFS PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . S OR/-/1/-/-/R/- Scale =.375"/Ft. TrusiCom anentsofOregon 503 357- IIS ..M RNINGIie READ AND PoLLOW ALL MOTES ON THIS DRAWINGI r1 tc,Q y TC LL 25.0 PSF REF R7175- 61478 pp ) -IMPORTANT- n7RNI5N THIS DRAWING TO ALL COWMACTORS INCLUDING THE INSTALLERS. 1 9575 P 825N4hA%e,Cornelius OR97113 Tnssa,react e e n.e ar In rabrlwuny. ham/ ny. ,M1lpplp, irecalllnfl aw bracmy.rR.Nr a ones tallow �r TC DL 7.0 PSF DATE 04/13/15 tlw Incest eelclen ort SCSI°(SullO lrg Campo t Safety Into rmetlan, q TPI eIW WTCA) for ss ety precticevsrpSO r o perforvlrq t-U..I-. Inst.11erz's„.11 pro+geep.br,clnR Par It CSI. aunle..,wtee aLl. - BC DL 10.0 PSF DRW CAUSR7175 15103121 cop c mall M1aw properly ettecnetl ztructurel Sneath irq aM Dot[om cn 1 shall be a a Properly a ached rlglehcelllnfl. Iacatlore shorn Por pernenent lateral rvsc relnt ar wvbs vII hew Draclnfl;nhslled per BLSI ,ectla,eG. aT ar R,o. e,npPllcable. Apply pletea to oath ra°e ar tra ane P°•lila^., eba„e eM1tl°^ U 13/2015 BC LL 0.0 PSF CA-ENG GWH/GWH dO the Jo�nc Detnl.. onlan.hath•acn'rw'so^`R.r.r to ernesngs teo4-L ror�stnnmrb vlac.Pa.ltipre. OREGON ILi�I Alpinn. a elrf.un°r ITW sill•/nR eompun.niz eroep Inc. mall n c by rpepun.mle ror any aev�acl°n tram Lnie /1 LFI erw.iny, any res„ire cu nulla cne c us , anrarmanca wltn ANSI/TPI ,, ur fur nnnellnfl� anlpP�^9• 9 vBn 20, P TOT.LD. 42.0 PSF SEQN- 1 6008 1 AN ITW COMPANY i steuaa on.Dr.cine or trusses. �+p ,`1 V Are.Pare lbll lty_i.11W*P� �°•,R^Ia' 'p LT^�TMeYirmlliq�ane wwn cfp I,arwrna19 ~�•�NI��v" OY.. DDR.FAC. 1 .15 FROM I KE 3.43 51 RO JIYI Ci¢le rwpo-ZlIty pr tn.SulIdim D_rZ p.r ANSI/TPI, S.P.3. 3;.4351 Rtq CA 'k For^ore Intorno ion s thls Uab's yenerel ^ s p.Re•^e cnes."`D sl<ea.L Renewal dale 613D2o15 SPAC I NG 24.0 JREF- 1WK7175Z04 ALPINE.aww.a 1plroliw.com: TPI: uww.tpin,t.arfl:aTfA: wW Dclneurtry.c ICC:ww erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - C_11) 120 mph wind, 20.50 ft mean hgt, ASCE DI_= 7-10, CLOSED bldg, Located anywhere in Top chord 2x4 DF-L #2(g) Dl_= Bot chord 2x4 OF-L #2((g)) roof, RISK CAT II, EXP B, wind TC 4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std Stud(g) Wind loads and reactions based on M1I9FR5 with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wand pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chard checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III 12 1 .5X4 III/ 2-4-8 10-0 � j i +19-2-4 3X50 3X5(R) III 1 12 11 4 3"8 i , ;1-2-12 1-4-8 Over 2 Sup orts R=134 W=5.5" R=46 U=31 RL=43/-27 Design Crit: IRC2012/TPI-2007(STD) So PROFF PLT TYP, ITWBCG Wave FT/RT=2%(O%)/4 0 15.01 . S'S+ OR/-/1/-/-/R/- Scale =.5"/Ft. ..WARNINGI ae READ AMB FOLLOW ALL NOTES OR THIS BRAWINGI 11;1 R,fy 2 TC LL 25.0 PSF REF 87175— 61479 Truss Compponents of Oregon (503)357-!118 IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 19!575 P 835 N 4tt Ave,Cornelius O 97113 T......re° .re»c eae ra ,^f.brleating, hanalinM• .hiPPInV tailinD°nd°.c^N. Refar � TC DL 7.0 PSF DATE 04/13/15 el.. lete,t aaltl.n vfreCSlc(Bulleing C.mpv,wnt SefeiY Info rivee l.n, q'TPI .,W NTG 1rf.r sefaty practicvs prior °pe rrurn lrq ch.,e furcclanf. Ins oiler.shall P—ide cenperary bracing par BCSI. Unlea,notes ae er.lae. Lop c ,hall Mve Properly ecteclietl atrucc rel ,heethlrp nM b.Ctnm cMrtl,hall Mve a properly e[t ch- BC DL 10.0 PSF DRW CAUSR7175 15103122 rl gidhcelllnp. lncativm� '=6"-b hoes for pernenerKul.terel re,[relne of.eba,Iwll heue brecing In.telled Per SCSI �� ctl.n,B], 87 Pr B1o. e,.Ppllcabfes A^P`Y Plet.,to e.ch f.te ar tr°° .na pa.ltl.n...haven.bay.and.n 0 13/2015 BC LL 0.0 PSF CA—ENG GWH/GWH Iete It,nn. ALM the Jv,nt Oev+lla, unle,f nv[ed ucM...... Ra}er[e tlra.inga 160"A-z rar atendard p p.s OREGON Alpine, .dlulaiun ur ITw BYlltling Cuv,punanta Group Inc. ,sell [be refpunalb la Tur any day lativn fru.[hlf /� draaing. -ny b„ore[u°u,Id the c u. , unfurwnt..l[h ANSI/TPI ,. r hr h nalvp. shipping. 9 "e�.xo,+sem �P TOT.LD. 42.0 PSF SEAN- 160058 AN ITW COMPANY m.wnaran a braclnp of trn.se.. i"iy aPr�.I^yDt U,:m,"a;1. ,"°`7i:'euieeity��e u�a erPvi.er.priry nr.ro.erkronll rte.i:�u,. OC D W, DUR.FAC. 1 ,15 FROM I KE N3$I Rgvnm Circle ^,P Iblllty Pf t Bulldlro D—Ig,ur per ANSI/TPI 1 5—.2. 54351 Rlo,CAi.k For mra Inron,atl°^' chi,f°b''g°^ara' ^` p.Re and tw.,..eb+ c Rene.al dale 61301'!015 SPACING 24.011 JREF- 1VFK7175ZO4 ALPINE:.w.s lPl rolt..can: TPI: wee.tPlnec.erg: NfCA: xlnduatry.c ICC'we ,afe.vrg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - 02)120 mph wind, 21.25 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Top chord 2x4 DF-L #2(g) roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bot chord 2x4 DF-L #21,g) Webs 2x4 DF-I_ Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 1.5X4 III /I j /1 �19-2-4 T 12 3-10- 8 1.5X4 III 1-0-0 3X5 R) III 3X5(R) 1"12 1"12 2-7-0 _LJ JH 9 2-5-12 —'1 2-10-8 Over 2 Supports I R=193 W=5.5" RL=77/-38 R=122 U=49 Design Crit: IRC2012/TPI-2007(STD) D PRO FFS OR/-/1/-/-/R/- Scale =.511/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01 . ••?ARNINGI : READ AIW FOLIA ALL woTES old THIS 09ARIN6i TC LL 25.0 PSF REF R7175- 61480 Truss Components of Oregon (503)357- 118 ..Jun FURNISH THis DRM W TO ALL COMACTORS THIS THE INSTALLERS. '/, 19575 P 825 N 4th Ave,Comehos Oil 97113 rra53ae reguira a tram,.... ..rabrl.acing. hantlling, shlPPing, installing and bracing. Rafar t.and 1.11— V }'r TC DL 7.0 PSF DATE 04/13/15 e 11 It atlie ton of SCSI (S.'I log Component Safety Informetian, by TPI end liTCA) Tor safety practices prior ray id these f elons. Ins alters s all pe tempo nary bracing per vs.. Unless rated o<heraise. mppero Gmshel1 nava P"Parly It.......tr..t" Tl aneathIng and batt.,c ord shell have a Properly atcadned BC DL 10.0 PSF DRW CAUSR7175 15103152 rigltlhcelling. Incntlons shown Tar permanency lateral�actrelnt.r websashell lava bracing Inotal iced par Resl saetlons 83. 37 yr Rio, es applicable. Apply Plates etn fate er er and'Pvsitian as ah wn bore a^d.n 0 13/2015 gC LL 0.0 PSF CA-ENG GWH/GWH the faint Data,la, uN era n.tea.tnerw loan yRe Tar to drawings 160A-Z fvey'tendnrd Plata Pns itl..t III II�111IJ1rJJ Alpina a dlviel.n.f IM Bul ld rt l'.mp.nenns Gr.uP I,K. .hall not ba raspana�bl.Tar any a.��at,.n rra,tole O REGON drawing, any railare to band aha t gea anfarmanae with ANSI/TPI 1. .r hendl,ng, ahipP�^9. G� m A� TOT.LD. 42.0 PSF SEQN- 1 60060 AN 17W COMPANY ins�allari an a brad ne or crasser. oft.20,1g9a�` A soot pn thio drawly ar eavar papa Ilae lip into drring, IM la,taa aae.pc.nd.dr preriu lan.l.,plrraring �O 1• DUR.FAC. 1 .15 FROM I KE raapd,u lbllley adleiY Tor w dssi p,eloan. Tho aultabllltY e^d usa.f this drawing far enY atr,ctura la the / D .w/ aaponelbility Pr tl,a Bullding Oealpmr par ANSI/TPI 1 S-2. L• �I• 8351 R.va.Circle SPACING 24.0" SsJREF- 1VFK7175Z04 ramcMo,CA 95828 For more ,,formation s e this Tab'S general n s page and mase aab sites ALPINE:www.elpineltw.c.m, TPIW ' www.[pinat.vrg; TCA:ww.abclMuatry.can: ICG:ww aete.urg Renewal datC 6130/2015 4 , l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CJ3) (g) 120 mph wind. 22.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Top chord 2x4 DF-L #2 Bot chord 2x4 DF-L #2((g)) roof, RISK CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 1 .5X4 III 12 F 5-4-8 1 .5X4 II / 7 1-0-0 (114 19-2-4 3X5(R) III 3X5(R) III 1 12 3"B -11-4 1' 3 2 4-2-12 �_4-4-8 Over 2 Supports—� R=258 W=5.5" RL=112/-49 R=192 U=70 Design Crit: IRC2012/TPI-2007(STD) 0 PRO FFS OR/-/1/-/-/R/- Scale =.5"/Ft. PLT TYP, ITWBCG Wave FT/RT=2% O% /4(0) 15.01 . e•WARNINGIY* READ AND FOLLOW ALL MOTES ON THIS OR MIMI �O �F 0 TC LL 25.0 PSF REF R7175- 61481 Thus Compponents of Oregon 503)357- 118 „IMMpT�.. FURNISH THIS ORAnM TD ALL CONIRACTDRs INCLUDIM THE INSTALLERS, 19575 P 825 N 4th Ave,Cornelius 0)�97113 rn4 Ire n t„„ re +n raor tau np, n.ntlt p. .n,Ppinp. Lnatalling ane ar...nu. Aernr to and T." 9r TC DL 7.0 PSF DATE 04/13/15 the latest Belt lPn orr Bc6lt(Bulla ing Ca=pon a Safety Informeclvn, M TPI antl wTCA) fer s r Y Practice,Prior e pe rfo"I these runcclans. In tellers s ell prey ide ceepo rsry 6racinp per FH:SI.sV.nless rocey otna I—d tep are=.LI nae Pr.perlY a Had atr�tz ral .n.atn,ng.b a.ttaa tnard,Hall n a Properly a tamed BC DL 10.0 PSF DRW cAusR717s 15103153 rlgldacell Ing. l_.........Deni r,,permenentu L ate ra l restrs i11.1-1,71t1,11 t f areas mall neve brace ng InstaloetivPe.n�on �i ,0a. AT er a,D. noPVl Ica6'e. A^PIY r-to aatn rat.P.I.r end Pa„tlan ae tI.n eP a d 0 13/2015 BC LL 0.0 PSF CA—ENG GWH/GWH Q Its) tliet1.'I nt Det.11s. 810, tea Pchvrr isv. Re Per u drn.�ngs 16DACZ sores antlertl plate pos clans. AIPIn., a m��,Ion or IT>o Buudmp coarwnenta GrvuP Ino. ,Hall nu re..... le nr any d.vl. rroa ch1. OREGON dr.elnp, any re�l�ra m PUI Id the c uae c.nr.rrw,..e N cn ANS I/TPeat. r 1,handl�np. an 1pPrnv. AN17WCOMPANY ,ta11—onab_I,g tr.,sa,• 777 f? 20 iee� GP TOT.LD. 42.0 PSF SEQN- 160067 An-1 en thea drrinp ar PPY.r_listing thla drwllg. IndlPataa in—P ma Of prorasalarrl.nglnaarllg RO N DUR.FAC. 1 .15 FROM I KE respP,u lalll ty.P l.ly rPr en.do lan aM,... Ter suitable Ity aNe Awa Pr Lll.d—.M rar.Py nrcrNPe,r.I.idr LD W r.apan,Ibl llcy Pr th.Building C—ionwr AM51/TPI t S-2. ,nr 8351 R—wCimli, , WTr ,na tne,e eeb Ss24.0" JREF- 1VFK7175Z04 ramcnt%CA 95828 For.ore � orautlon sob a ga..a al no pspe ALPINE:raw.e 1pineler.con: TPI' ew epinec.org. f.A:ww+aclndusery.cam ILL.vaar.lccsere.org Renewal date 61SOIZO1S THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CJ4) (g) 120 mph wind, 20.74 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Top chord 2x4 DF-L #2 Bot chord 2x4 DF-L #2((gg)) roof. RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2.4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2,00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III s � Z 3X50 ZIZ // AB 2-10-5 17 �19-2-4 3X5(R) III 1 .5X4 III 1"12 3"8 2-0-8 2-4-0 2-5-12 Over 2 Supports R=196 W=5.5" R=94 U=29 RL=54/-27 Design Crit: IRC2012/TPI-2007(STD) p PROS PLT TYP. ITWBCG WaveFT/RT=2%(0%)/4(0) 15.01 . 6,0- OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Comp�onents of Oregon 11503)357- 118 ..UARNINGI ae READ AND FOLIA ALL NOT,:S ON THIS DRA�INGI O� �G FF 02 TC LL 25.0 PSF REF R7175- 61482 S25 N4U1 Ave,Cornelius OR 97113 "I�gT FDRxlsx THIS DRA�Iw TO ALL cDlrrnActaRs IlcumlND TH6 INSTALLERS'a iQ Tey n labs to=Ing, M1arWlmg, sM1IPPing. calling antl D acing• Ra hr t an.IIlue 19575P 9 TC DL 7.0 PSF DATE 04/13/15 tna =j, Ion.11r'ic(culla ing CoaQo i Safety Information. Dy%TPI ane W,CAI _safety practices prlvr these t,e,ccions. Insull<rsnsMll pr ow iee temporary Drac 1, Par CSI. Nnle PfvD fed o=ner�see. ta p:lnraT1ng l ttecnetl st tact ral sneatM1l eM Dation[nor.shell neve a ly at[ac op mall ne.P..P%r y a sial l fiCsl BC DL 10.0 PSF DR CAUSR7175 15103154 rlgle telling. lnc%[Ions sMvn for permenentvlaterai reseralnt or vee'anell neva brx ing s per n sections 63. 67 or 610. as epPlicabl%. Apply P.._to each rete of t end poaltlon es Iwvn above 0 13/20 15 ALM �1 en.Jn;nt Dactil,. unless nate.nenersise^=Rafal to d...i a 16DA[Z�,stonierd plata pee,tl.na. BC LL 0.0 PSF CA-ENG GWH/GWH I111I�IUrU—J Alp p avls�on yr iTn euila ng cumpun.n=e croup Inc. shall nn eswnalD,.rar any..,,,atlas rrom this OREGON tlrev vp. any tai=%..uil.the t u a I unfurmanu.Its ANSI/TPI t.r r fur M1antll mg, yhoP Ir�g, "+n su ieg� P TOT.LD. 42.0 PSF SEQN- 160069 AN ITW CAM PANY ;nacell.=ian a sr c....... A.rl on this tlr�sing or oDy.r p%p.llating this tlrwing. Intllest...vv.Pe.h..of profssslan.l.ng lir.rtlp RO �� DUR.FAC. 1 .15 FROM I KE r.epan.lDl l Iry selsly for lr tle.lryl etml. Tho eultebl l Iry erb ave or tills tlrY ing ror.ny.tn�tuf.I.tlr D `�!. N351cnt%C 9582 r..,—IblI lty of Ae fiundiro 11 1p r por ANSI/Ml 1 s.o.a. r• 53cmmcnt0.CA 95828 Far mora 11,chic Jab's general ,w %page.ne chase%ae..to.: Renewal dale 613012015 SPACING 24.0 JRE - 1VFK7175ZO4 AIP INE:vwv.elPlneltw.can. TPI .tP lnst.org. WTf.A:-1Y.; ICC:avr org THIS DM PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CJ5) (g) 120 mph wind. 21.74 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Top chord 2x4 DF-L #2 Bot chord 2x4 DF-L fk2((g)) roof, RISK CAT II, EXP B, wind TC OiL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std Stud(g) Wind loads and reactions based on WMFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 1.5X4 III i 9 / 4-10-5 1-0-0 / 19-2-4 3X5(R) III 3X5(R) III 1 , ,J 1.5X4111 1"12 1"12 4-10-4 1' 2 5-0-0 5-1-12 Over 2 Supports-� R=305 W=5.5" R=218 U=53 RL=101/-38 Design Crit: IRC2012/TPI-2007(STD) 15 01 F3 PR FSS OR/-/1/-/-/R/- Scale =.5"/Ft. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) WoRT,••!IARNINGI•• REN AMD FOLLOM ALL MOTES OM THIS ORAIIIMGI Ory �O 1Ne�� Oy TC LL 25.0 PSF REF R7175— 61483 Truss Comp�onents of Oregon 1l5031317- 118 „I . FDRMIyI THIS DRAW NO TO ALL CDMTRACTORS IMCLIAIMO 114 INSTALLERS. 821N4111Ave,ComehusO>t 97113 rrp eq Irn.tem. ars In raoricst ny. handlnA. eb ppinY. Inetanl g and b acI^YnrRsy vr:tie+folio. 19575P 9� TC DL 7.0 PSF DATE 04/13/15 t Sar Inrermeeien. a TPI end MrcA)`ror s e le[' edition ef`8C81c(Building Compel ety y r BC51. Unless ro dcp ti,r Ise. e funcciPns. Insulle Hall pro.Is temporary bracing Pe to m;rol h ne.prnp.rly a t.ehW el +he ih ng ana:,,.to.chord sh�ll h.,a PrePlriy a tanhad BC DL 10.0 PSF DRW CAUSR7175 15103155 rlgi dot.di n�. Lntetlen.sheantrar perseneItu lot...lsr ra ne abs shall n ea bred ng InoinlledvpeenSCSI +ectl Pns 8l. BT or 810, z+appIi b1*, Apply plates to each fete If tr a po+ti n.s an wn ebo v ^ 04N13/201� ,n nt D.w,l., unl.ea netad etherSl+e^Lu^(uf�n.ra.�a 160A-Z r rP+tanmrd plata Pesltiens. BC LL 0.0 PSF CA-ENG GWH/GWH Q L� Alpin. a ma�mn or Irn e„ud,nR�mwn.nc.Gr.�p InI,t1ho Hoc . .apnna,bl.rer any....,soon rfaa th,. OREGON re.ing, any f.,I.,r,to bnlld th.t + I nt. alth AMS LTPIb,,` r fnr handling, PP-9, TOT.LD. 42.0 PSF SEAN- 160071 AN iTW COMPAW '+t.l latipn s br.c,,.g pr tree+. a� I'en.20.18 �Q+ Ansssl sa this dr :ry.r.so.r Paw Ilstlro this dr—Iro. Indle.ta..pd.ptatu or P.ef..sI—I .ro11r..Iro /QO N OUR.FAC. 1 .15 FROM I KE r»pon.Ibl l it,—1.lY ror the dw lRn abs. The w1—.Ilb snit I.a of this-III;for.ny etn.twr. Is t!r D ,.1 r..psn.Ibltlty of the sn IdIM Dsslpsr v AMSI/TPI 1 S.o.2. �,/ xssi RGynnacinit ana the+e..b, SPACING 24.0" JREF- 1VFK7175Z04 Saclemcnto,C�9i828 For mors �nrorm•c ion s this fobs gnrorsl no es pwe ALPINE: a.r.a 1p i,.a lt..ten: Tei:wr..tpin+t.Prg: 'MTLA: a.n.ibc lntlu+ery.w ILC. w..lcc+efs.erg Renewal dale BISO/2015 THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CJ6)120 mph wind, 21.55 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Top chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind 8C DL=6.0 psf. Bot chord 2x4 DF-L #2((g)) Webs 2x4 DF-L Std Stud(g) Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 1 .5X4 111 T3XK5,i 2-10-5 1-10-7 s � 19-2-4 1 .5X4 III 3X5(R) III 3"12 •.� 1-0-2 1-3-14 Over 2 Supports R=66 R=50 U=39 RL=20 Design Crit: IRC2012/TPI-2007(STD) 15.01 . �bF3 PR FFS OR/-/1/-/-/R/- Scale =.5"/Ft. PLT NP. ITWBCG Wave FT/RT=2%(0%)/4 0) SIN EF O TC LL 25.0 PSF REF R7175- 61484 ••VARNINGI•• READ AND FOUAa AL CONTRACTORS ON THIS°MIND THE INSTAUPRS. � y Truss Components of Oregon 503 357- 118 Fl,gMi511 Tris gnA�lRe m ALL cBrrwar°Rs IIEWBIIA x " 9 7.0 PSF DATE 04/13/15 tt •IYPORTANr• a.r ,,,d r"„". 19575P TC DL 8'5N4thAvc,ComelmsOR97 13 Tru„a,rnauire a vam.t ra ,n rabr,gati v• trawling. ,mvvine• ,n,cau,ng . (' Yna la teat edltlon of Bcsl (Bullding Lampon t safety Inrermnclbn, by TPI end grCAJ'roUnsetecy PracacFnerpveef 1 0.0 PSF DRW P perror.�,y cna,e ru.wclons. Inswner,s�.n provitle cemPbrary bracingroerneiI r—unaePI.P.�iy a t.cned BC DL ('AUSR7175 15103156 c chortl, 11 nave P—P.rlY eccecnad strucc rel ane ni^gei�w af`weescyMll�n.ve eracln' iM1 lled`peer BLsI rigid�e llrg. lncatlene,ne..,rer Permanent"latarale` acn.aca e , P.altlen. , .� .^�a 0 t3/2o15 BC LL 0.0 PSF CA-EOG GWH/GWH .action.BJ. B]or Bla. e,applicable. APply Placn,twee 16OA-L rare standard plat.P-'i on,. n �� the JOinL oeca,ls. unlet/noted ocner.�,a. R.rer m drat,mall nu[be e,punal„la fur any tlsuia[bn tram ctrl, E - d L,Ur' " n c cru” Ing. , OR GON AIp,M, 10Btod .gcaapuant, P G1 P� TOT. 42 0 PSF SEAN 160077 tlraring, enY rn�lure[u build w[ass unfurmnnca r cn ANsI/TPI 1. ur fur aMling, niPPl ng• von.20,,990 `/_• AN ITW COMPANY l stalle,l d 6rec;ng pr trusses,. Il 1M tnl.df..lnp Indlc.W.en.pt..wm.1 pr.f...l.n.l .l,pl.rmrinp V DUR.FAC. 1 .15 FROM I KE or co—r MP aultrbiIi end m or NI.draring far any.tr,ctur. le tlr •OCD ,w+.N ArMpw,.Iblllty aer lalrofor tlr d.elgn of . TM b Y� reep.rmil ty pr tM Bbllning°--'�-''p'r"'�"Tp' 's"'=' „„ SPACING 24.0" JREF- 1VFK7175Z04 8351 Rwenx 0.1, Far mora lnrorma ion, anis Job',general no s page and c e rnb,lies.` alulWcMa,CA 95828 Icc arg Renewal date BlSOl20'15 S ALPINE- wm .nlpinel<..con: TPI. .tPlnatl.org:WTLA:amt [rY.eon: t r THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415108--FOUR D CONSTRUCTION CO. -LOT 5 -- MEDALLION MEADOWS HILLSBORO, OR - CJ7) ) 120 mph wind, 22.55 ft mean ngt, ASCE 7-10, CLOSED bldg Located anywhere in Top chord 2x4 DF-L #2�gBot chord 2x4 DF-L #2 g) roof, RISK CAT 11, EXP 6, wind TC OIL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on NIWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to Mlind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301,5. load is 2.00. 1 .5X4 III 4-10-5 1-10-7 \ 1s-2-a 1 .5X4111 3X5(R) III 3"1211 -8-2 3-6-612"1 1 3-8-2 �_3-11-14 Over 2 Supports R=182 R=167 U=62 RL=67 Design Crit: IRC2012/TPI-2007(STD) PR FF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0 OR/-/1/-/-/R/- Scale =.5"/Ft.15.01 . �F3 S Thus Com onents of Oregon 503 3j7- 118 "UARNINGI•• READ AND FOLLOW ALL/Qf6 DM THIS DRNIWI O�� O1NFF 02 TC LL 25.0 PSF REF R7175- 61485 pp ll ••II�ORTAN" FURNISH THIS DRANIND TO ALL COHIAAMRS THIS THE INSTALLERS. L� s'SN4thAve,Cornelius 01�97113 Tru apvira a t aaa era in four cat y, hamming, anippiy, Inscaning and bracing.eater w aha ralluv 19575P 1' TC DL 7.0 PSF DATE 04/13/15 e la est etlitlon vlr acs!`Lain lelng Campo Safety W.— % nfo rmetlan, by TPI and NTCA) far safatyapracticas prlvr r aperforml�g these functions. Inacelbrs"small provide tmpvrery bracing par aC51. UnieePs rly ecnaralse. BC DL 10.0 PSF DRW CAUSR7175 15103157 top c ora snail nave properly attached st ructurel sneetN rp and bu[mm pne rtl shall noun r I Eacnae (/j ,r r igltlr calling. lacaelons sheen far permanent lateral tI nt of(bsusnell neve bracing el„eenlladtper aC51 r� a a3. 07 or 810. as applicable. Apply pincea t.':acn face a tr end po tl as ab.-and on L1= i �1� t r [petJclnt Deta�is. nnlesa natal atheuw�sa^ Rarer to drevinRa 160A-Z far4;tandard plata P. 0 1 3/20]5 BC LL 0.0 PSF CA-EMG GWH/GWH ILI�IUrL�J-1 flLl�� Alpine, a tliv�a ion uY ITW Build ing Cunpenen to Group Inc. shall nut be responsible tur any davlatlan from to if OREGON dray ng, any ra,idre Cu builtl the t ss wnrurmanca alU ANSI/TPI ,. r fur handling, sn ipping, TOT.LD. 42.0 PSF SEQN- 160079 AN 17W COMPANY InsorJetio b br•ei^g of craaaee. '9 "aq,2D 1g� GQa "po'wiEl"= mr;.��°a�w a.e,an :,°°;;:'a� °ttY e:d m: :dream'^.for":m:zf H�ro �. �PpR D W �` DUR.FAC. 1 .15 FROM �KE r=asponelblilty o/tlw aulld1W 0-11-r par ANSI/TPI,S•e.l.8351 RbvnnaCi¢le end tneae aaaa SPACING 24.0" JREF- Sxlamento,CA 95828 Per mora lnrarm•n am s a Cnis Job's general n a papa ALPINE aww.nl0lheltm.com: TPJ: _tpinst.org:NTCA:w s.abclndustry.com, ICC.nwi.iccsafe.org gnnewal date 8130!20'15 l 1 + rt hcLk-j�le S,+�cl Pff,in�urcerrpn+ Det;ai! -cr �.� : p1� � irl l Speed, E � _i � �- .l r EE 0rr U:�o r,ph ,+'ir•d '_pee•a, LS' WEnr, Height, Partial", Er:cinsed, _. 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Z II_9.1'"' 1?1:' l !1;1t.r''' 1__I 1-t,'•'' i!il;`'" _11a2'' 14'' Tj` L 4' 5' 7td I '4 n' !c 7` T i4' rI' 114 14' c tiNta *.r' — I0.i` 4i33 _G ll I!lI nl---J lIi T' J tL,d I 5' a" a• 9' 7' I 1u' ti I a` t3_0_ 3' i' 1 u 1_r,- ; ±a la' 0 Ii I I Ili �.I�- - _�---- 1 ,. - n =Ir-L-,r r_il out_ UT-11'_--t--'Is' 0'-� L4' fJ" �iY C_�1_t' 0_ 14' 0 17o.,rl _ her, Plr:e* _ 1 n Cl:t r r.1 7 3 2'-_ y' 7' U' ! y_._-._ ll -1 t t rll -I r �_-sl 5_ C' - 3' S�' a' 04,Il -_r--0 -1 4, 0' 1 \ ---I- I a �T1t tA• Q' r.!' ll' 1,,` 0' L4' fr r; >f a -� T g-- L' I_I to 3` __ lir= 9rnc�s shall be ;PB tress-F.ra_c Board; '� - S• 9' 11' 0" Ii' 5' 1"— I 13' r' La `I - --^ - L4' 0' I'Irt-:=or 1'a S- Pine —�= i J ld t' _�_ c=e-Fcr lta.rinrh�g[(ioI S_• or-gl I1, 13' 0' 13' 7 La U--'' :4' 0'_I 14' 0' l4' 0•� I [•,dratnal JtS �: __,s i r s. Gra p 1 lvatl^ICr.r ci I -1 0 -_ _ - u be ca: tr, r:ese croNa� - --1-- — —r— -- - �ti. — 14'-- i ----i L_' _ J -- —t--= ----=— �' —lc 8' ?3, 2_ l p' t 4' J' 1_ 0, -0' p' 4 L---- — ' n' D�tcil I•lotr='s LO' 7' lc D' e 6' l 14' 0 4' D yt» li 14 l'1' 1 0' a Jr (t i I 5' 1L_ -__—_ __-- Z-- r-I:'-7 q, rl. 14, _.1-:n I)---r� ',Jlr,rl I_._cJ .,ofi e,-r,L,n cri+,arior: i5 1_/:_ ,�, , 2' a, ir.• 0' La 0" 14_ �_ Imo_ _ 40. Turd S - 1!,_," 1�_�' 1 _ _ _ `J -•-r .., 14 G_�14' 0" t4' O=-- 14' 0" 1:' 0" 14' f!'_� u + s For JS pl: ova -�---� n, 1-' -ntinu�:,> bearing '5 p5F UeuG Loou�, 1C' 6' 10' 10' 1?' 1' l 1c 10 1 14' 0' i4' -1 I i4. 1 -`Y -� -'--h'- a. P._ q%�iy' L1' I4 0' I L4' il' i4' G tI� Go'ote Vpnrts .. _ .� 1' I 11 d, n: 1 tL (1 ..i :LI Ii:c r•t trOt� 4' Q' c:.r1094'ar5 ' #?_ b' i 10, 4' g' 1._ _ I l _-_F--� -�,�, il' =h Throng. 12' plyWocd Thong. i I s 5• 11' 1(I 1.., b, Ic• I' I 1_ !4' U_ 14 (• 14 p' I I` 13. 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L Tru_- rey�:r2 _ve vcWr<--atin�i. -.o+rN'ir,q, -h:pp:•,I. r�i?:I-an.Jn9f�FeF=r sa.e 9 TE ,(I/!JLi 14 - 'r,lu.=-�4 az2= ° erct��ar,nolnc :o�por e�.r a»y _:. s �•�� 19575P rrnccices pricr•'�2 '�+I^o these ur cdnrc. �L-s'o,ers s'rnua� vltle�^t;nP,rary crnar; p=r OCSi.. 1.1�i.rrh yf:11.7�_n,ijJjGt n+n Unless n^t2J',t1--s-t ch„r:i .rharl,t::•,P prpp2 ty ottp._I,ec, c`.Vr:.l sne�th:ny :.n.y Wnt ten -tfcll hvv pr:.der';_, -`• o} (1^_2111nG. LpCnt"J!1'i %pawn fpr ^�,'rar,2rt 1•J x2rCl r2� rpint Ci nE1,s - �� T. shall !•n r= Wr-r:ce',2;n— Mrd per B i .ec*.k rs F:f. ST a 610. cs cppll-ab!e. Ap:l)' p11t', .a -Eh .a=e IC5114F:�. - truss 0 •r-all c: --h.—co-,o,a _ron,t riet lts. ur,=» r.oTea eth2r,ls 0 13/20L5 I'l II JL_ dr:.w i s 15n4 IL Tor 6mnJa'i pin ca poaao•s. �n - i�1Jf`— pl n ,a. �F :TV 8L"Wir:3 Cor en's fi ,p Inc sh.a!I n __•pcns:bl? ny a_ �Q � I f nl c r r, e .• "ulir:r eci+�D!':n:rr �•��i ii. ), Li. .J=P.:`r ry IfVJ I..r, 11`f t'r:lc dr'awv,n, nrr•ni^r rr-'• to bui11 th,; t :55 11 Carfor nal.r. witrr, AN`1! c -_-_—_---_. InSxo 1.11 ,>, hrnemG :F T1:1ss25. SBO,20,ti99� A cool on this rirrw[rg or over page Ilslina This drn«Ing,ir:Aicotes ncceptancE aT prn-ecclunal Ro jo W.N englneerl o(,re::Pr;nsibill tY ;ol eiy for the 3eslt}n shown. 'I Y:r SrJtoWl11'Ly loll u- of his drowln0 --- for any structure Is the rrspon<Iblllty of the 9u:tcling Deslpner Per AN:il/TPL L SeeL'. _ 13389 La W.—t Drilla Po nfc oHon see this kb's Oenernl es -e,72 mv, tr:e,e wab ;rtes P'I FI J(. JFAI.ii�lr Earth C,ty,MO 63046 :=1_r�NE r ;.In„I+„- •a-,d•,a-y [Cr.. . .,I.ccar.r'a org r R r r D& to I � _ _ —_— 1 ---- ---- Or �erT-II^ ✓_!' ir.=Q! = I Tr�,ss PiotP !z- II ip `O la twl for aPrn Prla i;a AI P:r�a gib de I AL'ot1F �+ � r:inur`, plate �rzes For .ertic:,t atr,ld_ �`I II pl C,te C - the "OtCl -hat avers ^r� ; �.—.I�i\� I ti-,c nverlcooec, plot=s sCO'l ,t-:e v;eb. I1 �LI it f � :�,.r, 1T`i Sxo �.' I I np!a� �I t -T-) ',�= t/ I `e-tYp I � •�\�� I /�JI .�4 ". "T" PBIr'IrorCF.lhartt AFL_,_I-,r:�rit nF',;ull �L--_---_-_ -_. --- "T' Rc;'Fr,rclrU Re:r Forr-h'9 ji Merob j I qi n� �`ii_-� I I r�i. (._ rc.e- r; Dr I end-no.l I I ice' ij.� �1 •' I _ ��I_ _lig_-I---�;I —=��i �,%''-, _ —L-=��1 - -- Pr or: 'L` -1- 'T' reit:F'.,,clno i er,bors, I yfent;-U-,I. irrV eri `a}Iplb 'T' creo se by as_ Cr) _or,leC'tlons Fr�r upliFt spe-iPi-n:_{ rr, -rhe englr:eer ed �r!rs� des!_:r•. r;; t rFI ine �I:•le` de:nil i. T,ttcr�.h r�;t r_h reir,Pordr-:g ner�i)er alt{, II r , li C^.a.:irn,r+: ui[nwa ble 'T` rE.Y:f orr_crJ go'a- ver tl r.C,I Erd Drive IJailsi II 12rr3+h ir:. 14' fror, rrp to lu,ttor, Cha!d. 10d Ctinr:on (0.1-F3":< 3.".Hint Nr lls + 4' a.r_, pl�_Is �I r - , r4'+ n'.its In the top and butt,.-::•r Cho'-ds, "T" rear.Prrt'C:ng nenl)2Y' ra?eri,a r,i r=,t r-:e tc'r: ;Ice snaCle, onr"i grade t{�e relnFor.-.ing r,ar:k)er. T: r:oil'cJ hlo it s� r - ___ 4';riN SYS=C thing �10d~ mon Ci:14�'r.3".pini TC.enoits n. ' C. I�f � ^r / �ITrrY�Cl f__ r—_ -- --- �, ° at:.:: ,�'f��k, L-r,y1;i'1 I1!cr��cLs toenoils ir. <ha r,,p c::�:,a he tt Cn _nor cis• II - -T, ' I I' 01 7- I I used 'ui?I': ti- aoprr,pl^iCt? AlPt2 ,yule deu,il. For ASCE II IPtl:�r�= I InrYeo s2 30 '! Neinforrina �,+ i i I wlnd lo:.n' II L _`4 I c Ml Ito r I :� II -_ V b I II AS E 7-05 Goole 1•• Dnare:ngs nc.i e: i I ° it - = _. . _ i' A7 0iS05i01;, j 5051!1!4 -iiiJ]Ci SiU!4. AIOGi=C:51!j7 4!4J:505I01 ASCE :G `�!h-�.:r Speed 120 nph it II AKVJ,01051014, Al=O FIC71014, A;1C=00511114. (-,lOG3;u`iGi., r-`1 031};151014 �I :"Aeon �.00F Height 'r �'-T ..CFD I :o Uta I r:,us ,t i t I I ASI,E 711ip "u_�h�i<_ L'e tr,,il Pr-,-.+J�n_Is y 24'�'C.c`F' 3., P.Cr3 A1151'SE: __ 0 4, c,!40.� C i I "?' F.'einr e,rrin+_ Ma nk;ar ._I - 2,4_ _ •dr:o!Lu4, 'OiSErdC101 t EfJ_toi0la A16015E1JC1019.4, 3 I FD l "T" Brace Inrrea>: il=r,�r.r c'C1�EIJCIn'014, A_-C'J1SEHC101014, rtcr:�^15EPI D:0:014, 4�O015F_ 1. 4, II �- 20 �^ Ct4,�• 15 C13uEhiC10101.i it Ct; c<.M1 ^C.' Brame L_ ,+1', _ �:I li Ga`:iOEi•aC 1'.,101-". A' _OEFIr�t0101. Atnl.�OEPiC LCI 0E•CiOtOI', a20cJ0 -An2!)030PED1010I 'f" FP •r• >tJI.r`_I,-_ ' - gtr' e+'�iCat Lari III Iriote Alpine _=hle •stcil Fe. r'ri!i 1_n - v_i,rorced gnbte vertic4l I I I .?Pr''�p F -----•::Ina ��p PROFFS �RNIr:o! ?EAD 'ND FOLLOW ALL NOTES ON TH'_S DRAWING �\ �G e n Oma/ "�E{ LET-IN +V t-'��' +wiMPD'cTANT FURNISH THIS DPAVING rO ALL CONTRACTORS INCLUDING rHE INSTALLERS. 19575 P "r e- tea,. _ -F.- _ „nna, :an;a sriPwny, _trnllr•.,n„I:-adng. r '.zn� I: TE I J 'Ci!i4 d o ol" p rn TPI and r 3C71 - Fr,• a pr k'= Prinr -,Fper.__ _ ,r"ur ct _ _ e:1 en,�s srr,11 rp'!da _nPoror`i pcainJt _ u:;ass atea ,, rxIse.Jtso�^'l,ord��;nar�f`r'> prup>+I/ ot+.-hod -tr„: sr�ca•;:::,g „tton ._,l,, rl;'`.fl -IJ e�_I_F TII_� L'l�i C'rpP:r:' ,'ccl,eti rigid r Lacotlons shown Fo- nr'V- :otaral r'nstralnt of x If' ,r•ll hn:•e V:r,i Tiny :ns cetl.n per 7 - SIO, Cs :.e011;1l•"OPly Pl.a'es t„each F;... 0 13/2015 _. >t,nn — _haw e'd r, t„e Jpi.,t D:.t..:l.. .,,IF —ted pZhar.w' , o$ �' ;.. ;SOF-Z •_,- 16v-1 epin�a Ppslti,•, shah n t l;e re_Par Jsl6re Fan an/ div:a tlan : .11 `� � aenipin� L r.11:I51;,n or li 9"Rolr,y o-- �-s '�P - - �17 �cp .Ithp AS,/:PT ”, or Fcr I ndii..y. sl:po:ng• '� �q�.20.18� tQ Iii�',;:. ��T. _)✓I`~'� r-___- taltr�tlarP., ,AI. V _ �A•year en thI=_adrnwlnq,orUcpver•Vrn9e IIstL,g cols N'ra wlr+g.Indlcates accep toace pF Pr ofasslono! y' rnginaering:'esponsib!lity sorely Far the de'14 shown The ""t h!Jty and : e aF this urawn,g Roto DUR, f"�i�, ANY Fpr any structure Is the responsibility aF the Duilding De signer per !.N'_'I/TPI I S .e. -PACING, - t33B9LakeftontDrrve For r e I•�rprr,a t!ar s-- thls ,Ir< ge,rra s oa;•e and ,h, e esb slcos Renewal dale 813012015 1+I� 'rJ Far ln`II� �-4.1J Earth City,MC 63045 FLPiNE Ja!orne:-�.w.ccn. TPr'� "plrsc eras [,BCG, ]bnr d�str;.prq, ICU nlcr_so t<..org i l f- r1�;j \,/ i ^�f_ Y^1 I �j F' ci I_� ! l m'_'r i _ I�' r!I ef .J oI`�rlor� �icz -j !- — s i� - - - ir_'0 1 '+ v N 7-i0� El)r_I o_�c. H _ ti'-��)n 4'1':" - ric' Stu�� k7r ncil'�� r egl!ir iii -I r,P�i, -ir Clear,, yi, F.�� I. Er--:� �, nr' � r'� _ 111171.,, �,I✓fj 11 Hilt A'_CE !--1(.i Enci C,=eci, E:x.11 D VIS' - _ _ U !�,' _ -I 1 0� ✓=r^I=t1 5� E n f.r'Q ft -;'r ��;{' o.YI n'F. to ['!' ral�'n, �,Of- Pqr-':�rl rt Ce_ �; _ _ -� r;-r: -,l';t rr:C� �r _ ..7 .- 1,(Ii- Q L,`.~': J_It" l�.i':.f_ � (1 Ini I� i•:J :_i 1 Ir/7t = '`Ir k;I-,cl TC L_-D U ':vill-,d LC DL=�._ psf — raiapf:rol e`, r' U' See iae i! b-l. or r 'c-r^ Q Dp\t/i rl ;i l'-fJC101U' -iit-'I^�1- rl-::-ircq ._:'GLinrf 1-Pl _,'i^-_ '1>=t"I r,,; I�.-. 'u' _ll liJ;.l`� h'Q'�i ��i��!'y.,:iii il_j : - t`:l i H Y J - T. . lri U, +: o;^.ti„I-nous C ilir:s c;!a ',rl _ fir_ CJDr--,D 'D 2Xc _. .i�ItE_,''_ at icJ-41=i� , a o frac= `r: i"00� C�I11 t�l'QGr'i E'iEry 4-"Y see Cc':Clll �CIEIC) cr- �. r.l �''''1 rEa:pr QrlCirl:::, T'r d' �j�i,G:11 -. o �: - _ P _0 ter! P'dCi0tUi4�, I +- ' - r:r`I:_{ oti-:_.r. 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'r-'.Q1t w>VAPNII:C!— READ PND F7LLO`./ ALL NOTES ON THIS DRAWINGI �� 19575 P v G F f 'I E —IMPORTANrxw FUFNI H THIS DPAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �r it in _in9 DATE U. 0 i es reGu:r-_ tre.�e _ <oVYi�.a k.nG. -':Pond • r' �TF'I un.l ..2CAy rr - vl!ow tl,a .•I.,., f - �.Il:rlrc cnntio :�'e, :nll� �vlCl>, � nr-•- qrn<Ir,,l per c _ �_ - pr-tl, p,' 1"p ,rr,h„3''1,.;52 <:,n "h:_t;,;e^,- ' p r EjpW1=! : :r1f;j,1 Dt4:i`Jn-!-, rnl ,[.; ::Hall I:i, D:i•par;Y _ ed lir "r=tur'"1 54.26LI,:ng 6t:ii �OttorJ ,:r'N praperYe;ning.,vcor.,•n; , 41 r pzrno.,rn- brt?rat r=5 i.:t of ;=l:�s 0 1312015 rlp:.s 1!aJ bfe PPD!Y Plates .0 each (ace .nli hn::; hr,cir,� orGAe ;D.�._s OREGON r, ' J i PWtr,,- ,`;�5y r x`13/1 0 _ Li_�Lr �� JLC nzt.' :n islor: c:t ITt! eartd!r:y r;rmnne+:'.5 r o.,p ! 5h:ou nut be resPnnciut: Fo: cry dee:eti F ' A.20,1 9 !Q ,4N ITVVCO".4�a;I'i thi.plra�e,g. „n; +-c;a,r_ -»r,1:ld ::e truss n, r:,nrcr-once .stn aN;vrPf t. ar fir r.nraln,g, >r::nDing.' V i`-iH%.._I PT. LEI. C_r"�C InILJ'0 �, ,a lra ALO W. A seal en thi= drn�x inp �' cn�+er Mge listing this drawing, indlce tes acceptance [his tlra«nlannl engMeering -esporsibidty —tefy For the dosiyn shown. The s6-L-Utity and use a 4 far any str:,cture Is +:he resDOnslhlll it, of the 2u1!d!ng 1) signer Der AN'_li'IPI I Sec.?. Renewal dale 6/382815 13388 Lakefront Dmer ;•,£or orlon -e thIs In!,s ger era otes Gcge —d the,e web >I`es MAX, spAr[NQ Earth City,MO 63045 =INF:ur _ - .tPlrst ar�3, jRCA _ -ir cWsrr:ora. IcCC, r , I Ij �:_j J! C L 1R FRI !V'1 'In r-1 This cjtcii is 7,o a Cor, '�-2str--Oirlt (CLF?'� T-Re i dher s L P i f�'o r c e r!e n t or is specMed on CL trti`-s crEsiyri oLrl olt,�rt v e"? L- p i :E-thod is desye6. �Apr,ty to euhn- We a? wElc nu:res WcE. Attuch with 106 (0.c8'x3.0"mirl) noit's at 6' O. peinfOrcing I -Em!Der is a Wmum 80% we- Nnte0 I merwer !Ength TMs ds oil is for h,,qgk,g th. specKied CLP swon on sole pq dgQns to T—AnForre"ent or ocan "Enforcement, j conservotim. Nterrubve rehFarcement specyled a chart below MY bc- yI For pd,, Wternoth% 7iqrr) ,',jth rplDropricAte reinForcement type. x Weh a C t: Ji Zr pestront or ccll(s; t'L-) wide or 2 74 A�pty s' h pe" Face. No more than Q) M rows:W or Attach Mth Md ((128"x!0'xy) na"s (�t �.' c,c. PeirFrjrcirIg member is c 2x 2xG 1 row 2-2x4GK) qNmum 80% V web memoer tength. H, 2 rows 2, YC I c" —J I 2x6 Rx'� 2 rows 2-204; -�coko Reins. III to be some —yrocr cement or cei wn t. or scot reinbo'cenent Hz -I- onleFs oeb menbc specified on Lngln=er's -7cule(J d0s"n. C40 Center scAl .,I wide fuce OF web, APPAY CIO Scot to each Face of web, PRO D A11D TZ E S. 1�1 95076 p TC LL P S�F PEF C'LF "WAP"114O'. READ _2LLLT"1 All NOTES ".4 1 H SUD rA ST ILL R ..jMP[jPTANT..FURNISH THIS D , TO ALL CONrPALTOP IN�L I`Rllr��r P--,F DA' 17 0 01 4 6 Qn""o ww", =I, ., i—ci"", R�' t' C"d T C D,,- ON= nM F— —Qy T , br-19 per BCSI BC DL P F DPWC:, Br _LD.s"1jB10L4 tJG .—I s-11 i' 0 13/2015 K F '1(),.5 'pp,!_1�1.2 'ni"'.'j B-C LL mom _Q_ W RE�Q,%N QN "aso 13' T 01. . I D PSF - E� of 1-Pd "Q.20,1 '—p 1— ppi AN rr,,ve:c)",iFAi,IY t,,i, i,g v Tv ".'S"� 7�,R, F A design Is the relp.—Ivlot, cr the Buudln" lleslgncrper Renewal date 61301201 5 13389 Lakefront D J,I, I,— — P11 .— T"w"_q - ----------- r' J d Ex-��Iy-; If r F r `:C -10 ic'0 rip[-I �•:%ir-Irl -,reed, .0" I`'ie - i7r-; 100 tlph „ind :Speed. 'C" h1;ion Htight. Partiully Enclosed, ✓oosure C, kit - i0u 6,�.q r, En, rSe 1. 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S ON ""s 7RAVTNGI �� G � RE� �+�CE'-?0-G��1c�.7i0 x+IMPOPTgN frw FURNISH THIS CKA`AING TO ALL CONTRACT SNCLUOING THE INSTALLERS. 'M�� O rrasse: "e w,re - _ c.> e Fobnco any•hcna;irg, s'rlep'r.,;.;ra;owing ,nd hrccing. Fe ((/ 19575P r DATL. 1 1�'.il%JL4 FriL�a ir,cast TFi - G.a "- > p: tor- cf+In�C:hese i;,etln,.-',. --,'e:�55hou' r,�,/iJ4 nprn"ary•f:rar_ . p uniuss` :reaao aeoa horJ ;.>Il ho•,e p-.;c:� i ufto_hGrl"s neatY,.n6 -d Nott'-, rncrd JF'tn'G F1' J: IJFP.J�:IiJ_f114 ter- YIGiu _q, ti% ' Shawn P- p"fnnni' 1„te �s T2s ni nr YEf>= Per BCSl <c riors� -n B'n�. a:r, +ePG }dpclyr pio ces each � cY.o•.:� `n;; weir r,;tna>. - ,. ..0 „rher.ls=. 0 ]3/2015 `L—'1 i i pe", ..o .....,D, iler,o.'z andord w:.;tr a^_,oi. /� ORE? N J — L ._� _ —_, ?.: n ' EEil.iir,.�Canponsnta �,.p I.,r.shat ce res n�lbl� n iany Jc io t:nn r Y• (�A/'�'3 �� l i C' p.ne. - w,Itr"ANsvr?i '>r Fnr";.-,own.,. ,hpp;nq.r. ,9 a�"20.1990 GQ' i'1AX. TC ._D. �0 Sr A,N 1170',.<,%I\it'.^V!d•t thus dr owing, nnyn'�N ur+� r. b.•iid rho ?r :s In ccJn>arnanie - r —__— Inst�noticn t hr•�:In or .sses. !. seal on this drowing n Cave'poge tis ing this drawing, in:llcotas orcep tance of prop>ssionol Roto �. cnglncering rr�prnsibill:y sorely For the design shown. The —11.1,Rity r,nd ar this drnwing ——_ -- For ony str-tui.Is the r ponslblity of the &Awing 3-1gner per AN;:I/fPI I Sr-c2. 13389 Lake;ronl Drire okior�s this jCb's c rol - _ ntf ?HCS. web -Iles i'IH,�. Earth City,MO 63045 ,:LP[imE� cipinzltn - 'Pipe tpl,-. ,-�F=uC� _•,w. !CG Renewal date 61382015 y.argl I J. --- - -i e Ll t 0, s 4p F 'Hip Firi:ime C 0 24" 1 Trusses Tyip. T w 1 ox 3 stppp-d Hip K'I' h -Ix 4 s --41 Se t b Hip C:' 2x4 ChorIM (4 c'- P;tc�h e�ca u r d S.1)e o t he d' L H!p Frane+ Bottom Chard 14Att,:o--h hipfrone to Mt dtil- stepped hips i 3 X 4, Mir,_ at W oveHoppIng pe_)ir')ts with 2-t0d (0.148'xl) F B o t 0 m FVp Frame to be 13X4, Kn, hip FrIke, 'P, common x 3") x -ttoched to #1 NP WAK, lod commorl MIXt on, mommum spadng' Hip Fr,:me Hip Frame stops at PkAmb cut W, T r T-) s t'�:� B P I 1 D )airtair) Pitch corsnuity, > TI Hip Frame li-Ani_10- is SPF. So, Poe, HK or DFL Stondurd, Stud grade, or better. 0 See Engbeer's, seoled i�or setback, lur,tb�?r' plotin'g' R' Hip chords "iCY he t r i M P_l e d UP t,:) !' to t Stepped Hip ---_jb purUns must be intoe t and propeFly ottached. System TrLsses Use this detail For; H;p F r-;--j in.e pro-,Ac)PC� �jy t-i-LAS�E [`,CLr)L"�0c_',L,'rer - ASCE 7-10, 140 mph, W Mec,jn Hot. EncUosed, Exp C_ or Hip Frome is desigried to prondde brocing Par flal: -I, '-, 1 1-1 E iosed, Exp D, or ASCE 7-LO, 120 imph. A Meon rg L. �!"C top chords oF hip Frtort-: systern wlhertF ASCE 7-05, 110 mph, 3W i4l P Hilt., Enckoed, Cot H, E Y p C or Structural. ponets must be vl7',t-,'-Ched dircctlY ASCE 7-02, 110 mph, yy Mear, H g t, E n c1l.ci 5 e d, Co.t 11, E:':p C; T c 1--):, P,Rj* nur"'' Residentiah 'v!1 n d TC Li1_=4' 2 psF: Kzt=LO(:) G, ZHIS DNliWINTi TU ALL T REF HIP FPAME I'S il'l'lLU0llIluT4E INIIALLIZIS. U9 5W7 5 P ..rMPl3KANr..1,111,� I - ", r' e- t' DATE 'Y "A per SC DPWC HMFRAVJM4 wd 'W"- xw �;t" Md -My 01 /2015 • OREGON !=a W M—W- n- P""ll P, OL. Yr 'lStl" uitaUAity and use -� this deo w:ng for _Y Is enHlneering res Gonsihility solely roe the AM vs,=40. S-2 Renewal date e13012015 13389 Ukft,"IDlill Earth City, "'045 ILIMI