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Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W137175Z1025150007 Truss Fabricator: Truss Components of Oregon .lob Identification: 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale Model Code: IRC Truss Criteria: I RC2012/TPI-2007(STD) CEO PROP Engineering Software: Alpine proprietary truss analysis software. Version 16.01. .4 SS Truss Design loads: Roof - 42 PSF @ 1.15 Duration G�5 GINE . e0 Floor - N/A 83294PE 'Plw Wind - 120 MPH (ASCE 7-10-Closed) It 00/ Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of /3 �cr14 sud' 0 record, as defined in ANSI/IP! 1. .sell Tao.' 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R _ -Illi•;..e. 2018 Details: 12015EC1-GBLLETIN-GABRST10-BRCLBSUB-HIPFRAME- 05i25i21 Submitted by RTT 14:56:46 05-25-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 39372--JG 17145221 05/25/17 39 39410--P 17145240 05/25/17 2 39373--J 17144073 05/24/17 40 39411--PG 17145241 05/25/17 3 39374--J1 17144079 05/24/17 41 39412--FT2 17144082 05/24/17 4 39375--J2 17144083 05/24/17 42 39413--FT1 17144076 05/24/17 5 39376--J3 17144080 05/24/17 43 39414--M2 17145242 05/25/17 6 39377--K4 17144064 05/24/17 44 39415--M1 17145243 05/25/17 7 39378--K3 17144065 05/24/17 45 39416--M 17145244 05/25/17 8 39379--K2 17144085 05/24/17 46 39417--MG 17145245 05/25/17 9 39380--K1 17144078 05/24/17 47 39418--E 17145246 05/25/17 10 39381--K 17144084 05/24/17 48 39419--D1 17145247 05/25/17 11 39382--KG 17145222 05/25/17 49 39420--D 17145248 05/25/17 12 39383--I 17144072 05/24/17 50 39421--SGE 17145249 05/25/17 13 39384--IG 17145223 05/25/17 51 39422--S 17145250 05/25/17 14 39385--HG 17145224 05/25/17 52 39423--L2 17145251 05/25/17 15 39386--H 17145225 05/25/17 53 39424--L1 17145252 05/25/17 16 39387--RG 17145226 05/25/17 54 39425--L 17145253 05/25/17 17 39388--B3 17145227 05/25/17 55 39426--G1 17145254 05/25/17 18 39389--B2 17144066 05/24/17 56 39427--R1 17145255 05/25/17 19 39390--B1 17144067 05/24/17 57 39428--R3 17144068 05/24/17 20 39391--B 17145228 05/25/17 58 39429--R6 17145256 05/25/17 21 39392--C1 17144075 05/24/17 59 39430--R5 17145257 05/25/17 22 39393--C 17144077 05/24/17 60 39431--R7 17145258 05/25/17 23 39394--A2 17144069 05/24/17 24 39395--A4 17145229 05/25/17 25 39396--A1 17144070 05/24/17 26 39397--A3 17145230 05/25/17 27 39398--A 17144071 05/24/17 28 39399--X3 17144074 05/24/17 29 39400--X2 17145231 05/25/17 30 39401--X1 17145232 05/25/17 31 39402--X 17144081 05/24/17 32 39403--XG 17145233 05/25/17 33 39404--N 17145234 05/25/17 34 39405--NG 17145235 05/25/17 35 39406--Q 17145236 05/25/17 36 39407--QGE 17145237 05/25/17 37 39408--OG 17145238 05/25/17 38 39409--0 17145239 05/25/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - JG) Top chord 2x4 HF #2 Special Ioads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 p f at -2.00 to 71 p f at 7.94 TC- From 71 p f at 7.94 to 71 p fat 20.56 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 p fat 20.56 to 71 p f at 30.50 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 p fat -2.00 to 4 p f at 0.00 DL=4.2 psf. BC- From 7 p f at 0.00 to 7 p f at 8.00 BC- From 14 p f at 8.00 to 14 p f at 28.50 Wind Ioads and reactions based on MWFRS. BC- From 4 p fat 28.50 to 4 p fat 30.50 TC- 357.00 I b Conc. Load at 7.89 In lieu of structural panel s use purlins to brace all flat TC @ 24" OC. BC- 106.99 I b Conc. Load at 2.00 BC- 111.39 I b Conc. Load at 4.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 116.58 Ib Conc. Load at 6.00 I oad applied per IRC-12 section 301.5. BC- 309.20 I b Conc. Load at 8.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7= 3X5= 3X5= 5X7 il w w S, -, 4 4 i___ 0-5-4 3-1-0 i ..... 1 IIIIIIAILII ,, .. .. .. ._ i 0-5-4 4_2 mi ii im T 4X5 :::.T.-:: 0-8-12 3X5(A1) = 3X5= 4X5= 3X5= 3X5= 4X5 3X5(A1) Lc 2' 8-6-0 >1< 20-0-0 >Ic 2' ,J 7-11-4 _L_ 4-2-10 . I . 4-2-7 _I_ 4-2-7 �� 7-11-4 1' 3-11-2 'f 4-9-10 l_ 5-6-4 5-6-4 4-9-10 T 3-11-2 '1 7-11-4 12-7-8 7-11-4 28-6-0 Over 3 Supports R=565 U=57 W=5.5" R=2383 U=164 W=5.5" R=866 U=89 W=5.5" /i%Eo PROFS Design Cri t: I RC2012/TPI -2007(STD) .(�fi SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .4% (MNFF �O OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI•• READ AND FOLLON ALL NOTES ON THIS DRABINGI Rp TC LL 25.0 PSF REF R7175- 39372 _ � 825 N 4th Ave,Cornelius OR 97113 ••1 gPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �(/ 83294PE Trusses requl re extreme care in fabri cati ng, handling, shi ppl ng, Installing and bracing. Refer to and follow /. the Iatest edition of BCSI (Building Component Safety Information, by Tel and NTCA) for safety practices prior C IL 1 0.0 PSF DATE 05/25/17 to performing these functions. Installers shall provide temporary bract ng per BC51. Unless noted otherwise, - top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shot have bracing installed per BCSI ,4 r O�� i sects ons 83. B7 or 1310, as app)I cab)e. Apply plates to each face of truss and post Von as shown above and on 05/25/2017 C DL 7.0 PSF DRW CAUSR7175 17145221 IIL I . the Joint Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positlony OREGON I Alpine, a tllvision of ITN eulldlrg Components Group In. shall not be responsible for any tlevlatinn frwn this :C LL 0.0 PSF CA-ENG BFR/RTT drawing, any fat l ure to build the truss in conformance with AN51/TPI 1, or for M1antllI05, shi poi ng, AN ITW COMPANY Installation A bracing of trusses. �` `to 14t:�� t0 TOT. LD. 42.0 PSF SEON- 140345 . A seal an llty trip ng or cover page Ilotlnt till arbinp Indldata.of till dr of profasc ypel sntlnear)Dt _a� asponsl bl Pit:ty sol el y Por dlx design shoo.. The sun t1Dl 11 ty and use of thl s tlre.l ng for airy structure I s tM v 8351 Ruvana Circle rezpoosl bl I I ty of the Bonding lq Oesl goer per ANSI/Tpl 1 Sac.2. *sell Tai DUR.FAC. 1. 15 FROM BB Sacramento,CA9582B For more Information see thisfob.s general notes page and these web s;tea: Renewal 6/30/2018 SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pi nes tw.corn: TPI: www.tui oats org; WTCA: wway sbcl ntlus[ry.corn: ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood Iot 9 OlsenWood -- 12882 sw Parkdale - J ) Top chord 2x4 HF #2 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC • Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panel s use purlins to brace alI fl at TC c 24" Wi nd loads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [15] W3X7 1.25 R 1.25 Thi s truss i s not symmeterci al and must be installed as shown. 5X5= 1. 5X4 III 4X5(R) III 1. 57;1111,111011;/ I} 1.5X4 4 3-9-0 0-5-4 0-5-4 III v 70-8-1 2 n 3X5= 3X5(A1) = 3X5= 3X5= 3X7[15] = 3X5(A1) 2' 8-6-0 ,•1< 20-0-0 2. 5-2-9 8-8-12 4-8-11 4-3-12 5-6-4 4-3-125- -4 J� i 4-8-11 8-8-12 5-2-9 9-11-4 J, 8-7-8 9-11-4 J Fc 28-6-0 Over 3 Supports >1 R=390 U=21 W=5.5" R=940 U=69 W=5.5" RL=49/-49 R=1550 U=123 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) qk.lit. EO PROF FSS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. tAL.t ett4Ne,,,0 •v1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-5118 "WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRANINGI (V �TC LL 25.0 PSF REF R7175- 39373 _ 825 N 4th Ave,Comelius OR 97113 .•1 NpORTANT"" FURNISH THIS DRAVA NG TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trusses regal re extreme care In fabrl call ng, handling, shl poi ng, Installing and bract ng. Refer to and follow / the latest edition of BCS, (Building Component Safety Information, by TPI and WrCA) for safety practices prior C IL 10.0 PSF DATE 05/24/17 T. to performing these functl ons. t,nstall ars=hal I prowl de temporary bracing per SCSI. gni ess noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rI gid cel l I ng. Locations shown for permanent lateral astral nt of webs shall have bract ng,nstel led per SCSI ^� ,All IF-TIN sections B3, 87 or BID, as applicable. Apply plates to each face of trusstand oust tl on as shown above and on �5�25 ZQ1/ C DL 7.0 PSF DRW CAUSR7175 17144073 11 I the Joln=Detail , unless noted otherwise. Befer to drawings 16oA-Cfar ss andard p,ate pesltlnns OREGON C LL 0.0 PSF CA-ENG CWC/CWC I , AI pine, a y vl si on of 1 bu Sui d,ng Components Croup Inc. shat I not be ror for baa for any dept ati on from thi s drawing, any failure to bulltl the truss in conformance wl tM1 ANSI/TPI 1, or for handling, shipping, AN ITWCAMRBNV installation R bracing of tre==es. 4 N&, ,14,2 0 TOT. LD. 42.0 PSF SEQN- 46137 • A seal on this drawl ng or cover peps I I atl ng thi s drawl ng, I edl antes acceptance of prote=st onal engl neeri ng s respond Dl 11 ty solely for the design shown. The wand use of this drawl mg for any structure 1s the l Lehi I1 ty 11 8351 Rovana Circle respond hl 11ty of the Bulldlrp Da=l goer per ANSI/TPI ,�.g.�. 8e11 Tao DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thltpinsb•s genera, notes pogo a, these web sites: Renewal 8/30/2018 SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pi mei tw.Com. TPI: wwxtpl net.org; WTCA: www,sbci ndus0ry.can; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - J1 ) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" Wi nd loads and reacti ons based on MWFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. This truss is not symmetercial and must be installed as shown. 4X5(R) III 5X5 1.5X4 :lmmmommommmoa: 1. 5X4 4 ///,— 4 4-5-0 0-5-4 0-5-4 T # 20-8-12 1 T 3X5= 3X5= 3X5 3X5(A1) = 3X5(A1) ==- 3X5----- 1-E2' X5=L2' ---1-< 8-6-0 >t< 20-0-0 >L2'- 1 L 5-11-10 j 5-11-10 , i - 4-7-8 ,3113 5-8-7 j_ 5-11-10 I' 8-8-12 —i 5-6-4 —I` 5-6-4 —I 8-8-12 I. 11-11-4 J, 4-7-8 J_ 11-11-4 J 1< 28-6-0 Over 3 Supports R=377 U=25 W=5.5" :.e9059 U=73 W=5.5" RL=56/-56 R=1561 U=122 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PR0FF, PLT TYP. Wave FT/RT=2D/B 0% /4 0 16.01. P,;� I„ r oil ( ) ( ) 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-1.118 **WARNING!.•READ AND FOLLOW ALL NOTES ON THIS DRAWINGITC LL 25.0 PSF REF R7175- 39374 825 N 4th Ave,Cornelius OR 97113 ••I RRORTANT•• FURNI SH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NB THE INSTALLERS. la al Trusses regre extreme care In£abri cats ng, handl log, shi ppl ng, Install lrg and bracing. Refer to a.follow _ the latest edition of BCSI (BanPI di Component Safety Information, by Tarta _ WTCA) for safety practices prior - DL 1 0.0 PSF DATE 05/24/17 n to perform)ng these functl ons. I nstal I ens shalI provide temporary bracing per BCSI Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri al a cei I I ng. locations shown for permanent lateral restral cot of webs shal I have braci ng I costal I ed per Bis BC DL 7.0 PSF DRW CAUSR7175 17144079 ,4 O`� i sections 83, B7 or Blo, as applicable Apply plates to each face of trussandposi ti on as shown above and on II L J I � the Joel cot Detalis, unless notetl otherwl se. Refer to drawings 1,60A-Z for s andartl plate posi[l ons �S��S ZQ17 I Alpine, a division of ITN Building Components croup Inc. shall not be responsible for any aeviatlon from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fa!Iure to build the truss In conformance with ANSI/TPI 1, or for handl i ng, shipping, AN ITW COMPANY i costal I aon s bract ng of trusses. 14.14Y14,2"- d. eaC�. TOT. LD. 42.0 PSF SEAN- 46139 . A seal onn thl s drawl cop or cover pegs I I sti.p tills drawl Ip, I ndi cotes acceptance of profees anal wpl neer)cop 4 lY 14,RO V respond b1 I I ty sol el y for the deli gn shown. The sal tail I I ty and use of thI s drawl cop for any structure I s the 8351 Rovona Cl(cle respond Id I I ty of the Bull dl 0p Reel goer per ANSI/TVI 1 Sec.R. 1S$e g Tar•_ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web Sites: 'e SPACI NG 24.0" JREF- 1W137175Z10 ALM NE: www.al pi eel tw.corn; TPI: www.tpi net.org; WTCA: waw.sbci ndustry.cons ICC: www.I ccsafe.org Renewal 8/8012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - J2 ) Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet.: 120 mph wind, 23.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. • (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach wi th 10d Box or Gun nails (0.128"x3",mi n.) c 6" OC. desi gn. I n Iieu of' structural panel s use purlins to brace alI flat TC c 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, factor for dead Ioad is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6 4X5(R) III 4 `N T 1. 5X4 0� •4•: 1.5X4 4. •••• q 5-1-0 ••• (a) • 0-5-4 _+�•• 0-5-4 / _k_ ai T 3X5-= T 20- -12 3X5(A1) = 3X5----- 3X5 3X5= 3X5(A1) 1< 8-6-0 >lc 20-0-0 2' 6-11-10 6-11-10 7 8 6-11-10 I' 8-8-12 'I` 5-2-8 +' _I. 6-11-10 0-7-8 5-10-0 �I` 8-8-12 I— 13-11-4 _I_I_ 13-11-4 28-6-0 Over 3 Supports >1 R=268 U=14 W=5.5" R=1006 U=81 W=5.5" RL=54/-53 R=1620 U=111 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) Op PROF . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. fM 0 41X171�n�s.'kk1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI"HEAD AND FOLLOW ALL ONTRA TO THI s LUDI NG147(` "r TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Illpogrurr•• F1 RNI SD T 1l s DRAM NG TO ALL CONTRACTORS i WCLwI NG The!NSTALLPRS. 83294PElia REF 8717 5 393 75 Trusses require extreme care In fabrl cats ng, handling, shipping, instal l rug and bracing. Refer to and follow the Iatest edition of SCSI (Building Component safety Information, by TPI and WTCA) for safety practices ori or : DL 1 0.0 PSF DATE 05/24/17 t. to performing these functl ons. Instal Iers shal I provide temporary bracing per SCSI. Unless noted otherwise,,0141164 - top chord shall have properly attached structural sheathing and bottom chord shalI have a properly attached BC DL 7.0 PSF rl gl tl ei I 1 ng. Locati ons shown for permanent I ateral estrai nt of webs shal I have bracing i nstal I ed per SCS DRW CAUSR7175 17144083 ecti ons 83, 87 or 810, as appl I cabl e. Apply pl ates to each face of truss and post ti on as shown above and o 05/25/2017 I the Jolnt Details, unless noted otherwise. Refer to drawings 16GA-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC ,4 LO N I Al pi noel a di vi si on of I W eui I di g Components Group Inc sM1al l not be responsi bl a for any devi anti on from this OREGON drawing, anyfal lure to bur I the truss In conformance wits ANSI/TPI 1, or for handl l ng, shipping, AN FEW COMPANY I nstal1 ati on a bracing of trusses. /3r TOT. LD. 42.0 PSF SEON- 46144 . A seal on this drawl ng or cover page I I at!ng ml s drawl ng, I ndl utas acceptance of profess)one! angi neer!ng 144'14,20� 0 respond bit ty solely for the deal gn sown. The Sul tail I I ty and use of this dread ng for any structure Is the 8351 Rovana Circle responsi bill ty of the Del I ding Deal goer per ANSI/TN 1 Sap.Z. $•e11 Tat►' DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this j ob•s general notes page and these web sl tes: ALPINE: www.al pi nei tw.coTel: W.tpi nst.erg: WTCA: www.sbci ndostry Coln: ICC www.1 ccaafe.org Renewal 0/30/20 SPAC I NG 24.0" J REF- 1 W137175Z 10 me THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - J3 ) Top chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud :W6 2x4 HF #2: Wi nd I oads and reactions based on MFRS wi th additional C&C member desi gn. (a) Continuous lateral restraint equally spaced on member. 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 i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [16] W4X5 3.50 R 1.50 [20] W3X5 S 2.75 1.5X4 III 5X10ION T 3X5 1.5X4... 11/ 4 0-5-4 4X5 7-2-4 _L -41111114114.' T 1 • +20-8-12 T 3X7(81) = 2-0-0 2-5-4 1. 5X4 III +18-8-12 � 6X10= 3X10= 4X5[16] = 3X5[20] III L2-0-0>j 4-5-13 4-2-11 L 5-6-8 _-c 7-1-8 x 7-1-8 8-6-12 7 5-8-4 7-1-8 7-1-8 14-3-0 _I 14-3-0 8-6-12 T 19-11-4 28-6-0 Over 2 Supports R=1213 U=92 W=5.5" R=1362 U=114 W=5.5" RL=55/-53 Desi gn Cri t: I RC2012/TPI -2007(STD) Ft•so PRpPtt` PLT TYP. I TWBCG Wave FT/RT=2%(O%)/4(0) 16.01. PAS, . t `rs� OR/-/1/-/-/R/ Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"READ AND FOLLNW ALL NOTES ON THIS DRAW!NG! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "l NPNRTANr•• FURNISH TNI S DRAIN NG TO ALL CONTRACTORS I NGLUDI ND THE INSTALLERS. REF R7175- 39376 Trusses require extreme care In fah,cats ng, handl l ng, shl pill ng, Install l ng and bract ng. Refer to and Poi l ow _ the latest edition of BCS! (Building Component Safety Information, by WI and'NTCA) for safety practices prior �' : DL 1 0.0 PSF DATE 05/24/1 7 T. to performing these functl ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cel I i ng. Locati ons shown for permanent 1 ateral rese rai nt of webs shat I have bract ng I total I ed per BCS DRW CAUSR7175 17144080 ,4 Pd ecti ons B3, B)or 810, as applicable. Apply plates to each face of truss and pusi tl un as shown above and un 05/2572017 II L J I the Joint petails, unless noted otherwise. Refer to drawings 16oA-Z for standard plate positions. I ' Alpine, a division oP ITW Building Components Group Inc. ,hall not be responsible for any tlevlatlb from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any fat l ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN fTWCOMR4NY installation w bracing of trusses. 15a TOT. LD. 42.0 PSF SEON- 62588 A seal on thi s drawl ng or cover page I I stir*thi a drawl I nth Bates acceptance of profess)Dial engl metering G ` LV 14,20 14 cob responsibi I Ity solely fbr the dealgn shown. The sul tab!II ty and use of this dread ng for any structure Is the "s� . OUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle respond bl Il ty of the Buil dl ng Deal gnor per VLSI/TPI 1 Sec.2. p" •Tao Sacramento,CA 95828 For more I nformatl on see this job•s general notes page and these web sites: V SPACI NG 24.0" JREF- 1W137175Z10 ALPI NE: www.al pi nei tw.con TPI: may tpl nst.org: 'RICA: www.sbci ndustry.cont I CC: www.,ccsafe.org Renewal 6!30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood Iot 9 OlsenWood -- 12882 sw Parkdale - K4 ) Top chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4 .2 psf. Webs 2x4 HF Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Wind loads and reacti ons based on MFRS wi th additional C&C member desi gn. per IRC-12 section 301.5, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 1.5X:111111 .5X4 1. 5X4 4 i— \ :/ 4 5-2-4 0-5-4 0-5-4 G Y ra 20- 12 3X5= ...,--1,, T 4X5(A1) = 3X5= 3X5= 4X5(A1) L 2' >J 7-4-7 6-10-9 6-10-9 I' 9-7-15 9 2-2 —I— 7-4-7 9-7-15 14-3-0 I 14-3-0 Fc 28-6-0 Over 2 Supports R=1206 U=92 W=5.5" R=1369 U=115 W=5.5" RL=55/-54 Desi gn Cri t: I RC2012/TPI -2007(STD) ,E3 PROF PLT TYP. I TWBCG Wave FT/RT=2%(O%)/4(0) 16.01. ,,e_�El R. _/�rtI `S'S OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNI RNI H•HEAD AND FOLLOW ALL ONTES ORS I5 INCLUDING Ui TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IllPoarurt" FURNISH THIS WAIVING TO ALL CONTRACTORS IwcLuolxG TxE INSTALLERS. �/� REF R7175- 39377 Trusses regui re extreme care In fabrl cats ng, handl l ng, sill ppl ng, Installing and bracing. Refer to and follow the Iatest edition of BCSI (Bun ding Component safety Information, by TPI and WTGA) for safety practices prior / DL 10.0 PSF DATE 05/24/17 to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, — fop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cel I I ng. Locatl ons shown for permanent 1 ateral restraint of webs shat I have brad ng i natal I ed per BC DL 7.0 PSF DRW CAUSR7175 17144064 N ctrl ons 83, V or B10, a applicable. Apply plates to each face o£truss and post ti on as shown above and on Al ] ` I I I the Zolnt DetaiI5, unlesssnoted otherwise. Refer to drawings 1b0A-Z for standard plate post ti ons. �5�25�2�17 BC LL �-1 I \�11 I Alpine• a dl vision of ITW Bull di ng Components Group Inc. shall not be responsible for any de„iatlo from till. /� 0.0 PSF CA-ENG GWH/GWH drawl ng, any far I ure to bur I d the truss I n conformance w1 til ANSI/TPI 1, or for handl I ng, sill poi no, OREGON AN ITW COMPANY i nstal I ati on R bracing of trusses w TOT. LD. 42.0 PSF SEON- 62559 . Aeseal on this drawing or cover page I 1 st1 ng this drawing, 1 ndl utas acceptance of professional enol marl np �/_ �[y 14r 20d' o rPenni Di I I ty sol el y for the design shoat). The sui teal I I ty and use of this drawing for any structure 1 s the \/� t FROM BB 8351 Rovana Circle rospoflol bill By of the Sul ldIng o.algnor per awsl/TPI 1 .2. gall Tar DUR. FAC. 1. 15 Sacramento,CA 95828 For more Information see till s j ob•s general notes page and these web sites: SPACING 24.0" ALPINE: al pi PI T : wow.tpinst.orgi WTCA: wan/sbcindustry con; ICC: www.Iccsafe.org J REF- 1 W1 3 7 1 75 Z 1 0 www. Panorama 14fRN911121 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - K3 ) Top chord 2x4 HF #2 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead Ioad is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5 1. 5X4 ii 1. 5X4 All111111111111111111111411111111\,... 5-2-4 0-5-4 -....... .\% 0-5-4 __)L T in - 70-8-1 2 3X5 3X5= 3X5 4X5(A1) = 4X5(A1) -- ll< < 2' >iLc 2' k 7-4-7b-10-9 6-10-9 7-4-7 9-7-15 _1` 9-2-2 _l, 9-7-15 14-3-0 i 14-3-0 I 28-6-0 Over 2 Supports R=1363 U=114 W=5.5" R=1363 U=114 W=5.5" RL=63/-63 Design Cri t: I RC2012/TPI -2007(STD) CEO PRO# PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,,,!. .+a(,limb, u,k 2 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 .'WARM NGI••READ AND FOLLOW ALL TON TRIS DRAIYINOI ? TC LL 25.0 PSF REF R7175- 39378 _ 825 N 4th Ave,Cornelius OR 97113 I IPRfAN OT•• F IRNI SN THIS IMAMNG TO ALL MN1RIRA CTORS INCLUDING TIE INSTALLERS. [/t Trusses require extreme care in fabri cat Ing, handling, shipping, Installing and bracing. Refer to and follow _it the Iatest edition of BCSI (BulIding Component Safety I nformati on, by TPI and RTCA) for safety practices prior (r DL 10.0 PSF DATE 05/24/17 n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r1 gI tl cel I I ng. Ectad ons shown for permanent I ateral restral nt of webs shat I have bract ng I nstal I ed per Be• BC DL 7.0 PSF DRW CAUSR71 75 17144065 A rl II 1 LO`1 sections 83. BT or 810, as applicable Apply plates to each face u£truss and position as shown above and on 05/25/2017 JI I the Jol nt Oe[ali s, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate post tl ons Alpine, a division of ITV Bull di ng Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fall ore to bol Id the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN frWCOMR4NY installation a bracing of trusses. y�_ y /fir TOT. LD. 42.0 PSF SEAN- 46171 . A seal on thl a drawl ng or Cover page I I stI nag till s drawl ng, I ndl Rates acceptance of profess'onal eV Merl ng /_ VGY 14,2G _ • responsi bill ty sol el y for the dent gn shown. The sul tabs I I ty and use of this drawl ng Tor any structure I s tM V$ t DUR. FAC. 1. 15 FROM BB 8351 RUVana Circle responsl bill ty of the Rill dl ng Des!goer par ANSI ITPI 1 See.2, Se"+Q Sacramento,CA 95828 For more I nformati on see this J ob.s general notes page and these web sites: TG ALPINE: www.al pl mei tw.cony TRI: www.tpi net.org; wTCA: www.sbci ndostry.con; ICC: wwwi ccsafe.org SPACING 24.0" J REF- 1 W137175Z 10 REawrtd N211/911tit THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - K2 ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 23.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panels use purlins to brace alI flat TC @ 24" Wind loads and reactions based on MFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6 6X6=--- T2 X6=T2 -r T 1.5X:410001,10001,O� 1. 5X4 4 4 5-1-0 I/ 0-5-4 0-5-4 / a eC T +20-8-12 _L pttr-3X5= 3X5= 3X5= 3X7(B1OR) 3X7(B10R) 3X5 L2' L2' $ L6-11-10 8-8-12 6-11-10 -1- 5-2-8 +y- 5-106--011-10 _ 6-11-10 >1 o-0-7-8 13-11-4 8-8-12 ,l-1— 13-11-4 J Fc 28-6-0 Over 2 Supports R=1494 U=113 W=5.5" R=1494 U=113 W=5.5" RL=62/-62 Design Cri t: I RC2012/TPI -2007(STD) 00 PROFF PLT TYP. Wave FT/RT=2�D(0%)/4(0) 16.01. ,5 (' 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-'.118 "WARN! I••READ AND FALLOW ALL NOTES ON THIS DRAM RGI 825 N 4th Ave,Cornelius OR 9713 "IIPORfMIT'• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ciLII TC LL 25.0 PSF REF R7175- 39379 Trusses reguire extreme care In fabricating, handling, shipping, installing and brang. Refer to and fol TC the latest edition of BCS! (Build 'M Pell Component Safety Information, by TPI and CA) for safety practices prior all DL 10.0 PSF DATE 05/24/1 7 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, ...../. - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri 91 d cel I i ng. Locati ons shown for permanent I ateral estrai nt of webs shall have bracing I nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17144085 Ail �O II scapi ons 83, B)or BIO, as applicable. Apply plates to each face of truss and post Li on as shown above and on I the lol nt Details, unl ass notetl otherwise. Refer to drawi:ha:,160A-Z for standard pl ate post ti ons. �5�25�z�17 BC LL pine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation frwn this OREGON 0.0 PSF CA-ENG CWC/CWC drawl ng, any fal 1 ure to bui I d the truss I n conformance wi th ANSI/TPI 1, or for handl ng, LI ppi ng, AN ITWCAMR4NY Installation n bracing of tresses 13 t TOT. LD. 42.0 PSF SEAN- 46168 A seal on thl s drawl ng or cover papa 1 I stl rip thl s drawl 1q, IMI Utes acceptance of profess'anal anal nest ng 'tI(y 2O 0 re pons'bl I l ty solely for the design shown. The sul tab'l l ty and use of this drawing for any structure I s the �� �4• tV 8351 Rovana Circle raspon'bill ty of the Bondi ng Designer per ANSI/TPI 1 See.2. •e1$Tan ` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformat1 on see Mi s)ob•s general notes page and these web sl tes: ALP!NE: www.al pi eel tw.coTPI:wxw.tpi nst ora: ,TCA: www.sbci ndustry.coin: I CC. wax.I ocsafe.org SPACI NG 24.0" J REF- 1 W137175Z 10 in: Remawnl waro241111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - K1 ) Top chord 2x4 HF #2 (**) 1 plate(s) requi re speci al posi ti oni ng. Refer to scaled plate plot details Bot chord 2x4 HF #2 :62 2x4 DF-L 2400f-2.OE: for special positioning requirements. Webs 2x4 HF Std/Stud :W1 2x4 HF #2: :W8 2x4 DF-L Std/Stud: 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in In lieu of structural panel useroof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. p purlins to brace all flat TC c 24" OC. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member desi gn. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, JT PLATE LATERAL CHORD CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 1] W4X8 2.07 L 1.50 [22] W5X7 S 1.25 1.5X4 Ill 5X5= 5X5= 3X5 Z T • H0514= 3X5 4 ' --, 4 4X5(A1) = 4-5-0 B2 0-5-4 9 0-6-0 0-5-4 1'9 . 5X4111 3X5= 3X5= 6X8= 5X7[22] = 1.5X4111 _ T 20-8-12 4X8[1] L2-0-0>1 3X5(**) 1. 5X4 III 2-0-0 2-9-1 4-7-10 2-8-02 _I` 4-9-6 4-4-24 -9 0 3-2-00-8 5-6-15 '1"` 6-2-9 _ _ 11-11-4 l 4-7-8 J.- 11-11-4 2-8-0 6:11; 10-7-0 I` 14-11-8 28-6-0 Over 2 Supports R=1449 U=109 W=5.5" R=1419 U=108 W=5.5" RL=56/-56 Design Cri t: I RC2012/TPI-2007(STD) ($ PROFES PLT TYP. 20 Gauge HS, I TWBCG Wave FT/RT=2%(O%)/4(0) 16.01. ►�r�'� S'i� OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503357-2118 **WARNING!**REAHIS AND FOLLOW ALL NOTES ON THIS LUDIIINGI Ni TC LL 25.0 PSF REF R7175- 39380 — 825 N 4th Ave,Cornelius OR 97113 ••I YPORTANr•* FURNISH THIS DRAWING To ALL coxlNACTaws I NCLuoI xB THE INSTALLERS. Trusses requl re extreme care In fabricating, handling, shlppi ng, Installing and bracing. Refer to and follow the latest edi ti eDL 10.0 PSF DATE 05/24/17 to Performing these of BCSI (Buil ding Component safety functl ons. Installers shall provide de temporary on, by TPI and WTCA> for safety practices prier temporary /bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cel I I ng. Locati ens shown for permanent I ateral restraint of webs shal I have brad ng 1 nstal I ed per BCSI BC DL 7.0 PSF DRW CALISR7175 17144078 ,4 ; sectl ens 03, B)or B10, as applicable Apply plates to each face of truss and position as shown above and on 05/25/2017 All �OJ`� I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard pl ate positions. BC LL I Al pi ne, a di vi si on of I TW Bel I dl ng Components Group Inc. shat I not be responsi bl a for any devl atl on from thi s OREGON 0.0 PSF CA-ENG GWH/GWH drawing, any fallure to build the truss In conformance el ANSI/TPI 1, or for handling, shl paing, AN ITWCOMR4NY natal atinn R brad ng of trpases oc! r TOT. LD. 42.0 PSF SEAN- 62645 . Aeseal on l l s draw nil or cover page 1 I atl nil this draw ng, I ml Utes acceptance of profeasl oral enpl neer)nil 4 LY 14.20 0 purl bl l l ty solely for the design shown. The sul tebl l l ty and use of this drawl ng for any structure Is the FROM BB 8351 Rovana Circle respmal a 11 LY of file Rol I di ng noel„lar per Axel rtp1 I 5.e.2. `p88(l Tao DUR. FAC. 1. 15 Sacramento,CA 95828 For more i nformati on see this Job's general notes page and these web Si tes- SPACING 24.Q" ALPINE: wow.al pineitw.comb TPI: www.tpinst.erg; WrCA: www.sbd ndustry.com, ICC: maw.iccsafe.erg (ep yyyl 8/3012018 J REF- 1 W1 3 7 1 7 5 Z 1 0 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - K ) Top chord 2x4 HF #2 (**) 1 pl ate(s) requi re speci al positioning. Refer to scaled plate plot details Bot chord 2x4 HF #2 :B2 2x4 DF-L 2400f-2.OE: for speci al positioning requirements. Webs 2x4 HF Std/Stud :W1, W7 2x4 HF #2: :W8 2x4 DF-L Std/Stud: 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC o 24" OC. Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. Lateral I y brace bottom chord above filler wi th purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead per IRC-12 section 301.5. Ioad i s 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, JT PLATE LATERAL CHORD CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 1] W4X8 2.32 L 1.50 [22] W5X7 S 1.25 5X5 1.5X4111 5X5 H0514= 3X5Pe AO 1. 5X4 4 W7 4 B2 3-9-0 0-5-4 0-6-0 W8 0-5-4 E9 e imill ��L�I W1 i TJ 1'9�. 5X4 III 3X5= 3X5= 6X8 5X7[22] = — T 20-8-12 4X5(A1) 2 0 oX8[1] 3X5(**) % 1.5X4111 _I_ ‹2-0-0>j 2-8-02 3-7-10 T 3-5-14 3-9-0 5 2 4-8-11 9 9-8 5-2-9 9-11-4 8-7-8 9-11-4 2-8-0 0_ _8 10-7-0 14-11-8 I 28-6-0 Over 2 Supports >1 R=1390 U=105 W=5.5" R=1361 U=105 W=5.5" RL=49/-49 Design Cri t: I RC2012/TPI -2007(STD) .9 PRVFFs PLT TYP. 20 Gauge HS, I TWBCG Wave FT/RT=2%(0%)/4(0) 16.01. p<i�7� �t ��`''ice OR/-/1/-/-/R/- Scale =. 25"/Ft. — Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAM RGI TC LL 25.0 PSF REF R7175- 39381 825 N 4t Ave,COmel1US OR 97113 "I IW�ORfANr`• FIIRNI SH THIS DRAM NG TO ALL xr ca ""cT°Rs 1"wTHE NG e 1 NSTAUFRs. Trusses require extreme care In fabrl cats ng, handling, shl ppi ng, Installing and bracing. Refer to and fol 10V/ the Iatest ediLIon of°CSI (Building Component Safety Information, by TPI and RTCA) for safety practices priorarAl:raliVel - DL 10.0 0 PSF DATE 05/24/17 n to performing these fundions. Installers shall prowl de temporary bracing per°CSI. Unless noted otherwise,,4i164 — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cei I I ng. locations shown for permanent lateral estral nt of webs shat I have brad ng Instal I ed per°CSI DRW CAUSR7175 17144084 ,4 O`� 1 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/25/2017 All L J 1 he Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate pooi01ons. BC LL 0.0 PSF CA-ENG GWH/GWH I ' AI pl ne, a di vl si on of I Tyl Bul I di ng Components Group Inc. shat I not be respond bl a for any devi etl on from thi s OREGON drawing, any fablure to builtl the truss In conformance vel tM1 ANSI 1, or for handling, shl ppi ng, AN ITWCOMR4NY installation A bracing of tresses TOT. LD. 42.0 PSF SEAN- 62640 . A seal on Mi s drag ng or cover page I I etl ng thl s draw ng, 1 ndl rotas acceptance of professional slip marl ng G `/LY 14,2WD 0 respond billty solely for the design shown. The wltablIIty and use of this drawl ng for any structure Is the m . 8351 Rowena Circle responsi bill ty of the Bull ding Desl goer per ANSI/Tel 1 Sec. we •e p Tan , OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nfermati on see this Jobs general notes page and these web d tee: $PACT NG 24.0" JREF- 1W137175Z10 ALPI NE: wwwc al pi nei tw.comm TPI: www.tpi nst.org: WTCA: ww.,sbci ndustry.coo: I CC'. www.,ccsafe.erg Renewal 8/3012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - KG) Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L #2: :T3 2x4 HF #2: 2 COMPLETE TRUSSES REQUI RED I t 2 Bot chord 2x4 DF-L 2400f-2.OE :B3 2x6 HF #2: Webs 2x4 HF Std/Stud :W7, W8 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 1 Row @ 8.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 p f at -2.00 to 71 p f at 7.94 Use equal spaci ng between rows and stagger nails TC- From 36 p f at 7.94 to 36 p fat 20.56 in each row to avoid splitting. TC- From 71 p fat 20.56 to 71 p fat 30.50 BC- From 4 p fat -2.00 to 4 p fat 0.00 (**) 1 plate(s) require special positioning. Refer to scaled plate BC- From 14 p fat 0.00 to 14 p fat 2.96 plot details for special positioning requirements. BC- From 14 p fat 2.96 to 14 p f at 7.95 BC- From 7 p f at 7.95 to 7 p f at 13.54 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 p f at 13.54 to 7 p f at 28.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 p f at 28.50 to 4 p f at 30.50 DL=4.2 psf. TC- 357.00 I b Conc. Load at 20.61 BC- 755.80 Ib Conc. Load at 7.95 Wind loads and reactions based on MWFRS. BC- 309.20 I b Conc. Load at 10.00,12.00,14.00,14.50 16,50,18.50,20.50 Cal cul ated hori zontal defl ecti on i s 0.14" due to I i ve I oad and 0.14" BC- 116.58 I b Conc. Load at 22.50 due to dead I oad. BC- 111.39 I b Conc. Load at 24.50 BC- 106.99 Ib Conc. Load at 26.50 JT PLATE LATERAL CHORD No SIZE SHIFT BITE In lieu of structural panels use purlins to brace all flat TC @ 24" OC. [13] W3X10 1.25 L 1.25 [18] W3X5 S 3.75 Deflection meets L/360 live and L/240 total load. Creep increase factor [20] W3X5 2.25 R 1.25 for dead load is 1.50. [21] W6X8 1.50 R 1.25 5X5= 3X5= 1. 5X4111 3X5[20] = 5X5= � � T2 0 m• C----- , 4- 3X5 W7 4 , 3-1-0 0-5-4 W8 T3 0-5-4 �_ 20-8-12 T 2.4 3X10[13] = H0514(**) = 6X8[21] =B3 �\ T 3X10(F2) ,-------- SS0514= 1. 5X4 III 3X10(A1) =-- 3X5[18] 3X5[18] III I<2-0-0>1 1<2-0-0>I I. 2311-8 44--1100--00 10 0 l 2-11-6- -11-5-O 2-9-10 �L 337614 33--46-62 77--191--8 7-11-4 a 11`2-7-8 _I_ 7-11-4 2-11-8-I- 10-7-0 'I` 14-11-8 28-6-0 Over 2 Supports R=2793 U=246 W=5.5" X60 PROP R=2954 U=254 W=5.5" PLT TYP. 20 Gauge HS, 18 Gauge HS, Design Cri t: 1 RC2012/TPI -2007(STD) .0% SS, Wave FT/RT=2% 0%p /4 0 16.01. •e� ( ) ( ) CiISNF. O OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI•w READ AND FOLLOR ALL NOTES ON THIS DRAWI NO e' Qj 825 N 4th Ave,Comelius OR 97113 ••IIpORFMT.• MON SR TIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE VTC LL 25.0 PSF REF R7175- 39382 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing, Refer to and follow 6 ,......-- the L 10.0 PSF DATE 05/25/17 latest edition of BCSI (Building Component Safety Information, by TPI and for safety practices prior t• to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid cal lIng. Locations shown for permanent lateral restraint of webs shat1 have bracing inatalIed per BCSI DRW CAUSR7175 17145222 ,4 L�)� ' sections B3, B7 or 810, as applicable. Apply plates to each face of truss position as shown above and on 05/25/2017 the mint natal l s, unless noted otherwi se. Refer to drawl ngs 16oA-/for=andard pi ate pose ti ons OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of ITN Bui I di ry Components Group Inc. shat l not be responsi bl a for any devi ati on from thi s drawing, any£allure to build the truss in conformance 01 th ANSI/TPI 1, or for handl!rig, shi ppl ng, AN ITW COMPANY Installation w bracing of trusses. /_ .?/0.14,2004' �m TOT . LD. 42.0 PSF SEAN- 140339 . A seal on MIs drawl ng or cover page I I st1 ng this drawl ng, IMI cotes acceptance of professional engl nearing �/ Q responsi bill ty sol el y for the design shown. The sol tab$I I ty and use of till s drawl ng for any structure I s the �e @ II Tao•n DOR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bl I I ty or the gun I dl ng Deal Bier per ANSI/TPI 1 Sec.2. Sacramento,CA9582R Per more Infnrme TPI see .tpinsb s general notes page and these wee sites Renewal 2Ol8 SPACING 24.0,' JREF- 1W137175Z10 ALPINE: www.al pi mel[w.cone TPI: www.tpl nst.org; WTCA: www.sbci ndus[ry.com; ICC: wnw.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood Iot 9 OlsenWood -- 12882 sw Parkdale - I ) Top chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wi nd loads and reactions based on MFRS wi th additional C&C member Ioad applied per IRC-12 secti on 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1.5X4X4 ii 4 4 r— : 3-9-4 0-5-4 0-5-4 70-8-12 4 3X5(A1) = 3X5= 3X5= 3X5(A1) L-2-0-0—,.I Fc 5-2-15 I. 4-9-1 I 4-9-1 ..I, 5-2-15 6-9-15 I 6-4-2 I_ 6-9-15 21 L 10-0-0 _1_ 10-0-0 -J F` 20-0-0 Over 2 Supports R=1010 U=80 W=5.5" R=842 U=57 W=5.5" RL=40/-41 �0 PROFF Design Cri t: 1 RC2012/TPI -2007(STD) ,��(i S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. le% .G6NE4p• 0 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503))357-2118 ••WARN!NGI.•READ AND FOLLOW ALL NOTES ON THIS DRAWING!w /(/qv �(j 825 N4thAve,Cornelius OR 97113 '•IaarAxr" FURNISH THIS DRAWING TO ALL CONTRACTOTHE RS INCLUDING E INSTILLLERS. 83294PE 7 TC LL 25.0 PSF REF R7175- 39383 Trusses regoire extreme care in fabricating, handling, shipping, installing and brad ng. Refer to and fol lnw ...III 10.0 PSF DATE 05/24/1 7 the latest edition of SCSI (Bull ding Component Safety Information, by TN and WTCA) for safety practices pri or - A to Performing these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rI gid cei I I ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng I metal I ed per BCSI 05/25/2017 :C DL 7.0 PSF DRW CAUSR7175 17144072 ,4 L��� I the Eelnt Details, unless noted otherwise. Refer to drawings 160A,for=tsections B3, or B10, as applicable. Apply plates to each face of truss position as shown above and on standard plate positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a dl vi si on of ITV Bull di ng Components Group Inc. shall not be responsible for any devl atl on from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl I ng, shlpping, AN ITW COMPANY I metal I atl on R bract ng of trusses. `Liy 14,zoo° t0 TOT. LD. 42.0 PSF SEQN- 46130 A seal on this drawl ng or cover page I I stl nag the s drawl ng, IMI Oates acceptance of profess!orel enol neeri ng respond bill ty sol el y for the deal gn sham. The sal tabl l l ty and use of this drawl ng for any structure I s the *sell Tan�- DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respon i IN I I my of the MI I dl ng gest Bret per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this job's general neves page and these web sites: Renewal 8/30/2018 SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pi mei taw.con: TPI: www.tpl net.org; NTCA: www.sbcl ntlustry.corn; ICC. www.!ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - IG) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: :T3 2x4 DF-L #2: Special loads Bot chord 2x6 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 7.94 TC- From 71 plf at 7.94 to 71 plf at 12.06 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at 12.06 to 71 plf at 20.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 pl f at -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 14 plf at 0.00 to 14 plf at 20.00 BC- 2162.87 I b Conc. Load at 3.86 Wind loads and reactions based on MWFRS. In Iieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead I oad is 1.50. No SIZE SHIFT BITE [ 6] W3X7 S 4.25 [ 8] W3X7 3.25 R 1.25 4X8= 5X5 4X8% T2 --1 4 4 T3 3-1-0 0-5-4 / 0-5 20-8-12 3X7[6] III 3X7[8] = 3X5-- 4X12(B3) X5=4X12(83) = 3X5(A1) 1<-2-0-0->i [• 3-9-9 1` 4-1-11 + 4-1-8 4( 7-11-4 7-11-4 I 4-1-8 I 7-11-4 20-0-0 Over 2 Supports R=2765 U=225 W=5.5" R=1250 U=92 W=5.5" EO PROF Design Cri t: I RC2012/TPI -2007(STD) .49e FSS PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. te% .G NE 'O OR/-/1/-/-/R/- Scale =. 375"/Ft. TILSs Components of Oregon (503))357-1118 "WARN!NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM NGI 4e ?. - - 825N4th Ave,Cornelius 0R97113 "IIWDRTAN” FURNISH THIS DRIVING TO ALL CONTRACTORS IROLLINNG THE INSTILLLERS. Cr 83294PE 7,..„IC LL 25.0 PSF REF R7175- 39384 CTrusses regui re extreme care I n fabricating, handling, shl ppi ng, Installing and bracing. Refer to and follow / the I atest edltlon of SCSI (Hui Iding Component Safety Informatlon, by TPI and Wed)for safety practices prior I L 10.0 PSF DATE 05/25/17 T. to perform)ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwi se, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gld cei I ng. Locati ons shown for permanent I ateral restraint of webs shat I have bracing instal ed per BCS! 7 :C DL 7.0 PSF DRW CAUSR7175 17145223 All sections 83, BT or 810, as app)i cab)n. Apply plates to each face of truss antl pusi tl un as shown above and on 05�25�2�1 II 1I O I�^ I I T the Joint Details, unless noted o[herwi se. Refer[o drawl ngs 160A-Z for stantlartl plate pusi tl ons. ILII l I \�11 I Alpine, a division of ITw Building Components Group Inc. Shan not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fol lore to build the truss In conformance lel ANSI/TPI 1, or for handling, shl pping, AN ITR COMPANY I nNeel 1 atl on R bract ng of trusses. I` `tieY 14,sod' �0 TOT. LD. 42.0 PSF SEAN- 140343 r Seel i nb MIs sol el yp or cover peps I I otl, thl s al to I i i I mil dues of thin dr of g Tors)ynsl uctI re 1 In `4'Se 11 Tan DUR. FAC. 1. 15 FROM BB responsl bill ty solely for the tkslge shown. The sdrawl ng, and cotes of this acceptance drawl ng Tor wiry structure Is the $351 ROvaBd Circle respond bill ty of the Nut l dl ng Desl goer per ANSI/TPI 1 See.2. Sacramento,CA95828 For more informstlosee this fob's general ,dues page and these web sl tee: Renewal(1 20 SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pi nei tw.Com; TF1i: www.tpi ns t.org; 1YTCA: www.sbcl ndust an;ry.cI CC. www.i ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - HG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at 0.00 to 71 plf at 8.00 TC- From 71 plf at 8.00 to 71 plf at 16.00 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 16.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 TC- 714.00 I b Conc. Load at 8.00 psf. BC- 106.99 I b Conc. Load at 2.00,14.00 BC- 111.39 I b Conc. Load at 4.00,12.00 Wi nd I oads and reacti ons based on MWFRS. BC- 116.58 I b Conc. Load at 6.00,10.00 BC- 309.20 I b Conc. Load at 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. • 4X5= pm 4 3X5% 3X5=------- 4 r---- X54 ,- -14 VA w 3-1-4 0-5-4 I ,. 0 5-4 20-8-12 -X 1.5X4 III 3X7-- 1.5X4 III 3X10(A1) 3X10(A1) r 4-5-15 + 3-6-1 zof 3-6-1 4-5-15 L- 8-0-0 _I_ 8-0-0 J 16-0-0 Over 2 Supports >1 R=1473 U=108 W=5.5" R=1469 U=108 *lei) Design Cri t: 1 RC2012/TPI -2007(STD) �, S PLT TYP. Wave FT/RT=2°/e(0°/e)/4(0) 16.01. .Ar, i.0iNF f `r�0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 •`WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRNINGI 1 83294PE Z9 TC LL 25.0 PSF REF R7175 39385 825 N 4t Cornelius Ave,Coelius OR 97113 ••1IPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TrDsaes require extreme care In fabricating, handling, shi ppl ng, Installing and bracing. Refer to and follow le 0....,/ DL 1 0.0 PSF DATE 05/25/17 the Iatest edition of BCSI (eui I ding Component Safety I nformati on, by TPI and WTCA) for safety practices prior to performing these functi ons Installers shall provide temporary bracing per SCSI. Unless noted otherwise, Allik top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d cel l I ng. Locati ons shown for permanent I ateral rostra;nt of webs shal I have bracing I nstal I ed per BCSI :C DL 7.0 PSF DRW CA115127175 17145224 ,4 L�)� , sections B3. B7 or B10, as applicable. Apply pl ates to each face of truss and post 21 on as shown above and on 05/25/2017 Jthe tiolnt Details, unless noted ntnerwlse. Refer to drawings 16oA-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a tli vi sl on of ITW Building Components Group Inc. shall not be responsible Por any deviation from this drawing, any failure to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW C.OMR4NY instal l anon a bract ng of posertrusses. `ZlY 14120 4 �0 TOT. LD. 42.0 PSF SEAN- 140337 . A seal on tnl s drawl no or cover pegs I I 801 no Old s drawl ng, I MI Cates acceptance or profess!opal eV neer'no respon for 8351 Rovana Circle r ponsibillty of the BelIdinig DeDeslllger per ANISI/TPIt1bi�t�and use of iota drawing for any structure le the °lend Tar' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thls)ob's general notes page and these web sltee: ALPI NE: www.al pl mel tor.corn: TPI: waw.tpl net urn; WIC, www.sbci ndustry.corn; ICC: www.1 ccsafe.erg Renewal 0/30/2018 SPACING 24.0" J REF- 1 W137175Z 10 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - H) Top chord 2x4 HF #2 120 mph wind, 22.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad i s 1.50. 4X5= P 1. 5X4 1. 5X4 4 i— —1 4 •-• 3-1-4 0-5-4 i O aid0-5 0-8-12 / 3X7-- 3X5(A1) 3X5(A1) l"" 4-3-15 I_ 3-8-1 '"I'` 3-8-1 __ 4-3-15 8-0-0 8-0-0 'I L 8-0-0 ,L 8-0-0 J 16-0-0 Over 2 Supports R=682 U=46 W=5.5" R=680 U=46 RL=25/-25 CEO PROF Design Cri t: 1 RC2012/TPI -2007(STD) Q s+ PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01. i.GeNF¢ `r'0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1118 "'WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRARINGI t'. 4 Z' 825 N 4th Ave,Comelius OR 97113 '1I/PORTANT.. FURNISH THIS BRANT NG TO ALL CONTRACTORS I NCLBBI NG THE INSTALLERS. „Lw83284PE 7 TC LL 25.0 PSF REF R7175- 39386_ Trusses require extreme care In fabricating, handling, shi ppi ng, Installing and bracing. Refer to and follow t the latest ear ti on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl ens prior / DL 1 O.0 PSF DATE 05/25/17 T.. to performlrg these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Locations shown for permanent Iateralrestraint of webs shal I have bracing instal Ied per BCSI :C DL 7.0 PSF DRW CAUSR71 75 17145225 rl II '1 O�� secti yes B3, B7 or B10, as applicable. Apply plates to each face of truss and posi ti on as shown above and on 05/25/2017 L I the Joint Petal ls, less noted otherwise. Refer to drawings 160A-Z for sttla anrd plate positions. I Alpine, a division of ITW Building Components Group Inc. shah not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT i drawing, any fal lure to bul l d the truss in conformance wl Oh ANSI/Tel 1, or for handling, shipping, AN ITWCOMR4Nr Installation R bracing of trusses. nor ` 4141'14 rZotP .` TOT. LD. 42.0 PSF SEON- 140323 resent's'on l lity so l y fong r thhee desr 'page shown. Thi ng e essulrtabl I I tyBand use ofoacceptance ng for and y struccturree neer! ` 8351 Rovana Circle respanslbl I Ity of the allldllg Oasipler per Axsl/TPI ,sae. . $'B@ll Tan'- DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see[hi s;ob.s general notes page and these web site=: SPACI NG 24.0” JREF- 1W137175Z10 ALPINE: www.al pi meitw.corn; TPI: www. tl .torinst.org, WTCA: www.sbcinustry.corn, ICC: www.iccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -WIndwood lot 9 OlsenWood -- 12882 sw Parkdale - RG) Bop chord 2x6 HF SS chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I t Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 3.73 Use equal spaci ng between rows and stagger nails TC- From 36 plf at 3.73 to 36 plf at 5.79 in each row to avoid splitting. TC- From 71 plf at 5.79 to 71 plf at 7.94 BC- From 7 plf at 0.00 to 7 plf at 7.94 120 mph wind, 21.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 3.46 I b Conc. Load at 3.68 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 134.35 I b Conc. Load at 1.50 DL=4.2 psf. BC- 48.66 I b Conc. Load at 2,00 BC- 149.45 Ib Conc. Load at 3.50 Wind Ioads and reactions based on MWFRS. BC- 106.51 I b Conc. Load at 3.79, 5.79 BC- 1469.27 Ib Conc. Load at 5.50 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 679.75 I b Conc. Load at 7.50 OC. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor JT PLATE LATERAL CHORD for dead Ioad i s 1.50. No SIZE SHI FT BITE [ 5] W3X5 S 3.00 5X5= 1.5X4 111 ___k_ 4r -I1 1 3X5(A1) _ ii■ 1-6-12 1-8-3 0-5-4 -1-- J' 90-8-12 4 3X5[5] III 4X5-- 1"` X5=r 3-8-12 3-8-12 'i` 4-2-8 4-2-8 "1 I, 3-8-12 I - 4-2-8 J I� 7-11-4 Over 2 Supports R=1082 U=74 W=5.5" R=2163 U=161 CEO PROpt� Design Cri t: I RC2012/TPI -2007(STD) S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .`.,,i.OWN s', OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM I READ AND FOLLOW ALL ANTES ON THISDRAWING! ar NI TC LL 25.0 PSF REF R7175 39387 _ 825 N 4t Ave,Cornelius OR 97113 •••I fPoNTANT•• FURNRNISHH THIS DRAWING NG TO ALL CONTRACTORS I NCLUDILWI Ne THE INSTALLERS. Trusses regal re extreme care In rabid call ng, handling, shipping, install log and bract ng. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and ATCA) for safety practice prior / DL 10.0 PSF DATE 05/25/17 n to performing these fundi ons. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. 014164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I I ng. Locati ons shown for permanent I atonal rostral nt of webs shat I have braci ng I neral I ed per BCSI e :C DL 7.0 PSF DRW CAUSR7175 17145226 All �� ; sect:ions B3, B7 or B10, as wool i cabl e. Apply plates to each face of truss and position as shown above and on 05/25/2017 II I the Joint Detaii:.'..,...,'",,-.-Bute.„ s, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITA Building Components Group Inc. shaII net bef re.ponsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, anyfailure to but I the truss In conformance with ANSI/TPI 1, or for handl log, shipping, AN ITW COMPANY natal anon&bracing of trusses. �` vr,ty totq0tP TOT. LD. 42.0 PSF SEON- 140341 Aesaal an Pit; drerl np or Cover ops I I atl 1q thl s dra1A I ndl utas aCeaptenc.of profassl oml anDl marl nW ,re p000l elIIty sol ole for the wast Ip1 or per oni sui tehi�i Iv em lase of this tlrew ng for any structure 1s the S$e".rad! DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rasponsl PI I I ty of the Boll dl no Designer Nal/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformatl on see this Job.s general notes page and these web sites: ALPI NE: www.al pi nei tw.comm TPI: www.tpi net.org, ATCA: www.sbci ndustry.corn; ICC: www.I ccsafe.org Renewal 8f3W2018 SPACING 24.0" J RE F- 1 W137175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - B3) Top chord 2x4 DF-L #2 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 2X4 III illiirilir 3-1-0 0-5-4 i CJI 0-8-12 / 1. 5X4[9] III 2X4(A1) L----2-0-O •• L 1 7-9 8 1z < 7-11-4 Over 2 Supports R=517 U=34 W=5.5" R=309 U=30 RL=74 Ep PRO�r Design Cri t: I RC2012/TPI -2007(STD) FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. fZ 0 4,draNte `r' OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI ww READ AND FOLLOW'ALL NOTES ON nus DRAM NGI TC LL 25.0 PSF h97113 ••I�RTANT•• FURNISH TINS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a{ E REF R7175 39388 825 N 4t Ave,Cornelius OR 9 Trusses recall itio extreme BCS c Be in ngbCompolen, Safel I ty I oriati ng, iysTPI ling and)for Safety etyer atoc and fell or DL 1 0.0 PSF DATE 05/25/1 7 toe latest ngi ties of ncti (sul l I sg Component Saproy de temporary by ci and V BCSI for lesces prior 1. to performing I have functions. Installers shall Provide temporary bracing per e!I Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I Ing. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng I nstal I ed per BCSI 05/25/2017 �'C DL 7.0 PSF DRW CAUSR7175 17145227 ,4 L��� 1 sections B3, B7 or B10 as applicable. Apply plates to each face of truss and posi ti on as shown above and on the inint Details, unless noted otherwise. Refer to drawings tbno-Efor standard plate positlens. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I , Alpine, a division of Ibu Building Components Group Inc. Shutt not be responsible for any ippi ng,on from this drawl ng, any fall urn to build the truss In conformance with ANSI/TPI 1, or for handl Indy shl pal ng, AN ITW COMPANY Install ail on a bracing of trusses. ' le c TOT. LD. 42.0 PSF SEAN— 128032 A spot lonh I I y drsol el BR or Cover paps show.q Then d01 Lol bi I mandates or nils drawing r of professional sstructure re I s t GAB a"14•�� �0 DOR. FAC. 1. 15 FROM BB raseeel 1 I By sol of fl for the real Rn than. The sdr tali 1,tyIand use ea epi s draw re for any mgure 1 s the V T 8351 Rouses Circle response 1111 tY Of the BoIlel ng Designer per ANSI/TPI 1 Sec.]. Sacramento,CA 95828 For more Information see phi s i ob•s general notes page and these web sites: SPACING 24.Q" J REF- 1 W137175Z10 ALPINE: www.al pi nei tw.cora, TPI: www.epi est.org; WTCA: www.sbci gauntry.cora, ICC: www.i ccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - 82 ) Top chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. g .22-9-14 ' R=173 U=26 `1' 4 1- 2-4-10 0-5-4 i 3 /4 �}20-8-12 --r- 2X4(A1) T —2-0-0 >•I< 5-10-3 >i< 2-1-1—>1 lac 7-11-4 Over 3 Supports R=451 U=27 W=5.5" RL=58 R=117 Design Cri t: I RC2012/TPI -2007(STD) ��iGO PROFF49 PLT TYP. Wave FT/RT=26/8(08/8)/4(0) 16.01. *4 r 4Q FF• OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 •:WARNI NGI'•READ AND FDLLDR ALL MDTES ON THIS DRAIN NO TC LL 25.0 PSF h I ••IRPDRTANT•• FIIRHI SH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. s25 N 4t Ave,Cornelius OR 97 13 83294PE REF R7175- 39389 TruTates require extreme BCS Care In fabricating, handling, ehlpplonng, Installing and bracing. Refer to and folio. DL 1 0.0 PSF DATE 05/24/17 the latest etli ti of nctl (Building Component Safety Information, by TPI and NBCA) for safety practices prior T. to Performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheathing and bottom chord shal I have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17144066 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,4 �� sec=t ons 83, 87 or B10, as appl i cable. Apply plates to each face of trussandpoli ti on as shown above and un 05/25/2017 I the Joint Deters s, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pine, a di vi sl on of I TV dui l di ng Components Group Inc. shat l not be responsi bl a for any devi ati on from thi s OREGON drawl ng, any failure to build the truss In conformance vel tit ANSI/TPI 1, or for handl l ng, shl poi ng, AN ITW COMPANY I natal I ati on a bracing of tresses. 1'L db 0 TOT. LD. 42.0 PSF SEAN- 45982 . A seal on thl s drawl nor cover pegs I I sti rig this drawl I ndi dates acceptance of profess•ol engI ng 14,YO grespensi bill ty eel el y for the des!gn shown. The sul tabid ncneed 4 Lr ty and use of thl s drawing for any structure is the $8e 11 Tan 'tDUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rasporal bl I I ty of the cul I dl eg Cosi gner per NISI/WI 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this job's general notes page and these web sites: ALPI Ne www.al pI nei tw.com, TPI: www.tpi nat.org, w CA: www.sbci ndustry.comm ICC: www.I ccsafe.org Renewal N30/2018 SPACING 24.0" J RE F- 1 W137175 Z 1 O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - B1 ) Top chord 2x4 HF #2 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. @ 2-1-14 1 4 r— R=105 U=11 _L__. 1-8-10 0-5-4 10-8-12 2X4(A1) L--2-0-0 >J< 3-10-3 >i< 4-1-1 J 7-11-4 Over 3 Supports R=385 U=24 W=5.5" R=111 RL=42 Design Cri t: I RC2012/TPI -2007(STD) <0.4 PROFFS+ PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. fa! •AA e.fN ` o OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (5031357-LI 18 **WARNING!e*READ AND FOLLOW ALL NATES ON THIS LUDINGGI � I TC LL 25.0 PSF REF R7175- 39390_ 8ss N 4th Ave,Cornelius (03)3 "1 YPORlAI • FORAM SH TIO A DRAM NG LO AL CONTRACTORS ISD A11 NG THE INSTALLERS. Trusses require extreme care In fabri cati ng, handl Ing, shi ppl ng, install I ng and bracing. Refer to and tel I ow / the Iatest edition of BCSI (Bull ding Component Safety Information, by TPI and WTCA) for safety practice=prior DL 1 0.0 PSF DATE 05/24/1 7 n to Performing these functiens. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 41164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid :C DL 7.0 PSF cel I i ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have braci ng i metal I ed per BCSI DRW CAUSR71 75 17144067 r �� sections B3, B7 or B10, as awl Icab!e. Apply plates to each face of truss and puri ti on as shown above and on 05/25/2017 ,4 A .1F3[1 I F : the Joint Details, unless noted otherwise. Refer to drawings 160A,for standard plate pnaltlons. BC LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a dl vi si on of I TW Bu!I di ng Components Group Inc. sisal I not be respond bl a for any devi ati on from<hi s OREGON drawing, any fai l pre to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping, /� AN fTWCOMR4NY A stalseep len tis&bracing of trusses. N e• a TOT. LD. 42.0 PSF SEON- 45980 . A seal on this drawl ng or Cover page 11 stl ng teas areal ng, I nal cotes acceptance of profess'°nal engineer'ng (/ Ly 14,40 i0 respond 6111 ty solely for the deal gn shown. The sun lobi l l ty and use of th's drawl ng for any structure Is the -s� 8351 Rovana Circle responsl bill ty of the But I di nag Designer per ANSI/WI 1 Sec.2. ee ell Tao'' DOR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nform.ati on see tbl s J ob's general notes page and these web sites: Q ALPINE: www.alpimeitw.corm TPI: www.tpinet.erg; WTCA: www.abetndustry.eon; ICC www.icesafe.erg Renewal WSW 2018 SPACI NG 24.0" JREF- 1W137175Z10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 01senWood -- 12882 sw Parkdale - B) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 1.85 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 pl f at 0.00 to 7 pl f at 7.94 DL=4.2 psf. BC- 17.96 I b Conc. Load at 2.00 BC- 22.88 I b Conc. Load at 4.00 Wind Ioads and reactions based on MWFRS. BC- 79.21 Ib Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. R=100 4 I 11 21-5-14 YY 1-0-10 0-5-4 I 0-8-12 6 2X4(A1) —2-0-0 >< 1-10-3 >I< 6-1-1 I 1< 7-11-4 Over 3 Supports >1 R=326 U=55 W=5.5" R=107 Design Cri t: I RC2012/TPI —2007(STD) (f,���PRO/�FS PLT TYP.pWave ) FT/RT=2°/B(0%)/4(0) 16.01. ,, •`� r GW `ra"• OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components orn onentCornelius go (5O3(137 118 **WARM FORM READ AND RIM ALL NOTES ON THIS LUDINNGI 6 Ta TC LL 25.0 PSF REF R7175— 39391 _ "I YPORTANT•• FURXI SX TNI S DRAM NG TO ALL CONTRACTORS I NCLll01 NG TXE I NSTALLFAS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow DL 10.0 PSF DATE 05/25/17 the latest edlti on of BCSI (Building Component Safety Information, by TPI and..TCA) for safety practices prl or 4/i n to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF ri gi d cel I i ng. Locati ons shown for permanent I..reran restral nt of webs shat I have bract ng i natal I ed per BCSI 05/25/2017 DRW CAUSR71 75 17145228 ,4 �O`� 1 sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on G All J the Joint Betalls, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pesltinns. BC LL 0.0 PSF CA—ENG BFR/RTT I AI pi ne a di vi sl on of lie Bui dl rg Components Group Inc. shat I not be responsi it a for any devi ati on from thi s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for hantlll ng, shl epi ng, AN ITWC.OMPANY InstalIailon R drawl ng of tresses. /3 t?/ d► 0e TOT. LD. 42.0 PSF SEON— 140333 . Asseal on thl s drawl ng or cover page I 1 stn alp the s draw i l I ndl zetas acceptant..of profile&Doan enpl naevi ng L7r 14,Z� pond bill ty solely for the dell gn shown. The sun t.bl f�ty and us.of toil drawl ng for any structure Is th.. �'se11 Tao ` OUR. FAC. 1. 15 FROM BB 8351 Rowan°Circle responsi bill ty of the Sul l ding Deal gnat per NISI/Tel 1 See,2. Sacramento,CA95628 For more information see this job's genera, notes page and these web sites: org Renewal 6/3012018 SPACING 24.0" JREF— 1W137175Z10 ALPINE: www.al pi net tw.corn. TPI' www.tpi net.erg; wTCA: www.abet ntlus[ry.co, ICC: www.iccsafe. THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - Cl ) Top chord 2x4 HF #2 120 mph wind, 21.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. 1. 5X4 Ill 1 4 I- ___F_ 1-8-3 0-5-4 i jimmimmimwo +20-8-12 l' 1. 5X4 III 2X4(A1) L--2-0-0----I 3-6-0 1.1 3-8-12 Over 2 Supports R=361 U=32 W=5.5" RL=41 R=107 U=8 Design Cri t: 1 RC2012/TPI -2007(STD) it E0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'AS. I t ii,,.,^ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 w'WARNINGIww READ MID FDLLONALL NOTES ONTHISDRAVANGI TC 825 N 4 Ave,Cornelius OR 97113 ••I Irowutir" PURNI SH THIS DRAYI NG TO ALL CONTRACTORS I NCLIAII NG THE INSTALLERS. 25.0 PSF REF R7175- 39392 _ iMillaiNta Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and foil ow the latest edition of°CSI (Buildin component safety Information, by TPI and wTCA) for safety practices prior DLLL 1 0.0 PSF DATE 05/24/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Onl ess noted otherwise, ,411164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 7. rigid(Bilin. Locations shown for permanent lateral restraint of webs shalI have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR71 75 17144075 AEI �� sect!ons B3, B)or B10, as appl I cable. Apply plates to each face of trusst and pusl ti on as shown above and on 05/2 5/20 17 `III 1 1 The Joint Oetai ls, unless noted otherwl se. Refer to drawings 1,60A-Z fors andard plate positions. GJ I Alpine, a division of IPS Building Components Group Inc. shall mat be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, AN ITW COMPANY i nc TOT. LD. 42.0 PSF SEQN- 45988 eral I at on&brawl ng of trusses. . A seal on thl s drawl ng or cover pegs I I stl ng the s drawl ng, I nal cotes acceptance or pro <9ressl0nel engl neer!ng `LLy 14,20� c) respond bill ny solely for the design shoot The sw tab'IIty and use of this draw ng for any structure Is the S 8351 Rovana Circle - responsl bl n ty or the IRA dl ng Designer per NISI inn 1 Sec. *sell Tan+, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see thl s j ob.s general notes page and these web sI res: ALPI NE: www.al pi nal tw.corn. TPI: www.tpi nst.org: oTCA: www.she,ndustry.corn, ICC: www.i ccsafe.org Renewal w3012018 SPACING 24.0" J REF- 1 W137175Z 10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - C ) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 pl f at -2.00 to 71 pl f at 1.85 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 0.00 to 14 plf at 3.73 DL=4.2 psf. BC- 17.96 Ib Conc. Load at 2.00 Wind Ioads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead load is 1.50. 4 I CI +21-5-14 T __L R=9 1-0-10 0-5-4 ..... I +20-8-12 V 2X4(A1) —2-0-0 I 1-10-3 >< 1-10-9—eJ 3-8-12 Over 3 Supports R=343 U=47 W=5.5" R=49 Desi gn Cri t: I RC2012/TPI -2007(STD) ix o PRO , F PLT TYP. Wave FT/RT=2%D(O%)/4(0) 16.01. PAs. . ,„4,67114,1 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 "WARM NGI saw READ AND FOLLOW ALL NOTES ON THIS DRAINING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 s•INFORTANrt. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 39393 Trusses require extreme care In fabrl cats ng, handl l no, shipping, instal l l ng and bracing. Refer to and follow _ the latest edition of BCSI (Elul Iding Component Safety Informatlon, by TPI and WTCA) for safety practices prior .../.- .i _ DL 10.0 PSF DATE 05/24/17 to Performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attached ri gid cel I I ng. Locati ons shown for permanent 1 atom] restrai nt of webs shat I have bract ng I natal I ed per BCS �l BC DL 7.0 PSF DRW CAUSR7175 17144077 ,4 �0�� , sections 83, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and un 05/25/2017 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pine, a di vi SI on of I TV Bul I di no Components Group Inc. .hal I not be responsl bl a for any devi ati on from thl s OREGON drawing, any fall ure to build the truss]n conformance vel th ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMPANY i natal 1 ati on n bracing of trusses. 0 TOT. LD. 42.0 PSF SEON- 45986 . A seal on thin drawl ng or cover pegs tinting thl s drawl ng, I ndl sates acceptance of protocol one] .1191 neer!ng 14,20 responsl billty solely for the Wei en shown. The cul tate li ty and ace or tm:drew ng for any structure is the `�$t?/LY OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Elull ding Deal goer per ANSI/TPI 1 Sec.2. a 11 Tar Sacramento,CA 95828 For more Information see this j ob•s general notes page and these web Si tee: SPACI NG 24.0" JREF- 1W137175Z10 ALPI NE: sews al pi net to con: TPI: www.tpi nst.erg; WTCA: www.sbci ndustry.com; ICC: www.i ccsafe.org Renewal 6130M018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - A2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. R=157 U=13 @i 13-2-2 4 2-4-10 It 0-5-4 i�rR=79U=3 im 11-1-0 2X4(A1) —2-0-0 >i< 1-11-4 >l< 4-0-7 •<--5-10-3 Over 3 Supports >1 R=375 U=17 W=5.5" RL=43 Design Cri t: I RC2012/TPI -2007(STD) FLEA PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f,4 0,4/A7, j 4 OR/-/1/-/-/R/- Scal e =. 5"/Ft. Truss Components of Oregon (503)357-2118wwWARNINGI*•READ AND FOLLOW ALL NOTES ONTHIS DRAM NGI 825 N 4th Ave,Cornelius OR 97113 •'I IpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. le TC LL 25.0 PSF REF R7175- 39394 Trusses requl re extreme care in fabrl cati ng, handl l ng, shi ppl ng, installing and bracing. Refer to and follow the latest edition of BCSI IRui1ding component safety Information, by TPI and WTCAI for safety practices prior 0,,,./.*- DL 10.0 PSF DATE 05/24/17 n to performing these functions. Installers shall provide temporary bracing per BCSI. Onl ass noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cel I i ng. Locati ons shown for permanent I ateral estraa nt of webs shat I have braci ng installed per BCS BC DL 7.0 PSF DRW CAUSR71 75 17144069 ,4 O�� sect)ons 83, 87 or 810, as appl i cabl e. Apply plates to each face of truss and poli ti on as shown above and on 05/25/2017 II L I the Joint OetalIs, unless noted otherwise. Refer to drawings 160A,for standard plate positionBC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a dl vi si on of I TW Bui!di ng Components Group Inc. shat I not be respond bl a for any devi ati on from thi s OREGON drawing, any falI ure to build the truss In conformance WI th ANSI/TPI 1, or for handl Ing, shi ppl ng, Ar,Irweonnawr Insnallatinn w bracing of Boner p 'A �C TOT. LD. 42.0 PSF SEQN- 45972 A seal on thl s drawl ng or cover page I 1st!ng the s drawl ng, I wI utas of this dr of gfleEprofeul Duel erpl moan ng 4 41CY 14,20� rrespunsl bl II ty sol el y for thegn shown. The sul tabl I I ty and use of thl s drawl ng far any structure I s the 88 a OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle 1 bl n t or the&11 I dl goer per ANSI/TPI ,=e<.2. ell Ta - Sacramento,CA 95828 For more information see this job's general notes page and these web sines: SPACI NG 24.0" JREF- 1W137175Z10 ALPINE: www.al pl ne,tw.com TPI: ww 4.1 nst.erg; WTCA: wrrw.sbci ndustry.con, ICC. www.I ccsafe.org Renewal 6/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 Olsenwood -- 12882 sw Parkdale - A4) Top chord 2x4 HF #2 120 mph wind, 22.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 secti on 301.5. Wind loads and reacti ons based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=167 U=29 1 11 4 22-9-14 4 2-4-10 0-5-4 !11111111111111 70-10-4 -1-- 2X4(A1) R=126 U=18 L-1-11-4 >1< 4-0-7 J I 5-10-3 Over 3 Supports >1 R=149 RL=44 Desi gn Cri t: I RC2012/TPI -2007(STD) *3ee PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.tr. '�<y _AA TYpi• r6> OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••yIARNI NNI e'READ AND FOLLOW ALL NOTES RA ON THIS DRAIN UDINGNG! 83294PE TC LL 25.0 PSF REF R7175- 39395 825 N 4th Ave,Cornelius OR 97113 "I IroRTArrr•• Il1NNh SH THIS DRAWING TO ALL CONTRACTORS h NCLIm1 hN.THE INSTALLERS. 4:61a Trusses regul re extreme care In fabri call ng, handl l ng, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior _ DL 10.0 PSF DATE 05/25/17 T. to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cei I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I natal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17145229 sections B3, B)or MO, as applicable. Apply plates to each face of truss and oust ti on as shown above and on II [1=j0 the Jnint Octans, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions 05/25/2017 ,4BCLL 0.0 PSF CA-ENG BFR/RTT : I AlAI pl ne, a dl v1 sl on of I TW Bul I dl ng Components Group 1 nc. shah I not be respond bl a for any devi atl on from thi s OREGON drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl l no shl poi ng, AN ITW COMPANY installatien A bracing of trusses. �, C TOT. LD. 42.0 PSF SEAN- 140329 . A seal on tills drawl ng or cover paps listing ml s drawl ng, I ndl cartes acceptance of profess1 oral enol neer!ng I_ IfLY 14t 20 4.0 respond bi I 1 ty sol el y for the design shown. The sun t.bl I I ty and use of thl s drawing for any structure Is than S8 DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the Elul I dl rg Designer gner per ANSI RPI 1�.2. a 11 Tan Sacramento,CAass2s For more information see this Iob s general metes page and these web rites: SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pi mel tw.corn TPI: waw.tpi net.org; wTCA: www.sbcl ndust ry.corn; ICC: www.)ccsaFe.org Renewal 8/ 2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - Al ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=90 U=8 1112-6-2 4r 1 1-8-10 ii 0-5-4 I' imin *11-1-0 ► R=23 Rw=23 U=8 2X4(A1) L-2-0-0 >J< 1-11-4 >< 2-0-7 3-10-3 Over 3 Supports R=360 U=20 W=5.5" RL=32 Design Cri t: I RC2012/TPI -2007(STD) 00 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,L v t'I,�s r`7 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-21I8 "WARNING!•'READ AND FOLLOWALL NOTES ON THIS DRAIN NG! t TC LL 25.0 PSF REF R7175- 39396 825 N 4th Ave,Cornelius OR 97113 •'I RroRrAxT" FUWNI SH Tlil s DRAM NG TO ALL CONTRACTORS I xcLuol NG THE INSTALLERS. � Trusses requl re extreme care In fabricang, handling, shl ppi ng, Installing and bract ng. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and 0.TCA) for safety practices prior DL 1 0.0 PSF DATE 05/24/17 to performing these functions. Installers shall provide temporary bracing per°CSI. Unless noted otherwise, r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shat I have bract ng i metal I ed per BG BC DL 7.0 PSF DRW CAUSR7175 17144070 ,4 r , sections B3, B]or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 05/,25/201 7 Al I the Jol nt Details, unless noted otherwise. Refer to drawl ngs 1b0A-Z for standard plate post ti ons. I Alpine, a division of ITN BulIding Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL O.0 PSF CA-ENG CWC/CWC drawing, any fall ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITWCAMPANY InstoI?tion A bracing of tre==es 15e G TOT. LD. 42.0 PSF SEON- 45970 A seal on this drawl ng or cover paps I I sting thl s drawl ng, I ndl ut.s acceptance of professions! .n91 neerl ng ` `LLY 14,20 el respond Blllty solely for the design shoo. The sultabiIlty and use of thls drawl ng for any structure Is the rasponsl bill ty of the Boll dl s•e II Tan' OUR, FAC. 1. 15 FROM BB s ng Desi gn.r per ANSI/TPI 1 see.2. 8351 Rovana Circle Sacramento,CA 95825 For more Information see this job's general notes page and these web sites: SPACI NG 24.0" J REF- 1 W1 3 7 1 75Z 1 0 ALPINE: wwds al pi mel tea.corn; TPI: www.tpl net.org; WTCA: MOW.sbci ndust ry.corn; ICC www.,ccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - A3) Top chord 2x4 HF #2 120 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=112 U=19 2-1-141 1-8-10 0-5-4Iii.iiietl 0-10-4 2X4(Al) = R=55 U=5 L-1-11-4 >< 2-0-7----1 3-10-3 Over 3 Supports R=134 U=3 RL=28 Design Cri t: I RC2012/TPI -2007(STD) Eteo opk. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f` . ('1rapb,„ ',, OR/-/1/-/-/R/- Scale =. 5"/Ft. TrussComponentsN 4th Ave, of meliusn (503)357-2118 **WAREN NGI w'READ AND NG TO ALL NOTES ON THIS DRAM NEI TC LL 25.0 PSF REF R7175— 39397 825 N 4th Ave,Cornelius OR 97113 I(PORTANT•• FURNI SN THIS DRAM NG TD ALL CONTRACTORS 1 NCL B1 NG THE INSTALLERS. Trusses require extreme care Id fabricating, handling, shipping. Installing antl bracing. etyep to and follow ',,,. .i DL 10.0 PSF DATE 05/25/17 the latest edition of eCSI re Irving Component Safety Informatl on, by TPI Ing and for safety practices prior to performing these functions. Installers shall provide temporary bract ng per°CSI. Unless noted otherwise. 041164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I Ing. locations shown for permanent lateral restraint of webs shat I have bracing I nstal I ed per BGS BC DL 7.0 PSF DRW CAUSR71 75 17145230 L=0� sections 03, B/or 610, as applicable. Apply plates to each face of truss and position as shown above and on Afl I the Joi nt Detail s, unl ess n etl otherwise. Refer to drawI ngs 160A-Z for standard pl ate poll ons. 05/25/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I Al pl ne, a di vi si on of I Tl Bui I di ng Components Group Inc. shat 1 not be respond bl a for any devl ati on from th1 s OREGON drawl ng, any fall ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY 1 metal I aft on It,bract ng of trusses. .pC TOT. LD. 42.0 PSF SEAN— 140331 . A see! on this drawl ng or cover page I 1 etl ng thl s drawl I ndl cotes acceptance of professl oral engl neer)ng `LLV 14t 2OV- ponslbility solely for the design shown. The suitability and use of this drawl ng for any structlure Iethe `-q FROM BB 8351 Rovana circle reaponsl bill ty or the Boll ding Desi finer per ANSI/TPI 1 Sec.2. v8eH TatsO� DUR. FAC. 1. 15 Sacramento,CA 95828 For more Information see Mis lob's general notes page and these web sites: / Tan SPACI NG 24.0" JREF— 1W137175Z10 ALP(NE: www.al pi mei[w.corn; TPI: waw.tpl net.org; NTCA: wwew sbci ntlustry.corn; I CC: wwwi ccsafe.org ReMO11yIII 6, 2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - A ) Top chord 2x4 HF #2 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=-13 Rw=16 U=17 4 11 4_21-5-14 1 1-OI-10 0-5-4 �imum►1 0-8-12 —i-- R=4 Rw=19 U=7 2X4(A1) L--2-0-0 1-10-3 z"9 1-11-4 Over 3 Supports R=337 U=48 W=5.5" RL=27 Design Cri t: I RC2012/TPI —2007(STD) QED RROFF PLT TYP. Wave FT/RT=2%e(O%)/4(0) 16.01. 'tee r�UIAI 4-0k,12 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI alfga TC LL 25.0 PSF REF R7175— 39398 825 N 4t Cornelius Ave,Coelius OR 97113 ••I RpORTANF•• FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NtLUDI NG THE I NBTILLLERS. Trusses regul re extreme care In fabricating, handl I ng, shl poi ng, I nstall lrg and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and VA-CA) for safety practices prior �- DL 1 0.0 PSF DATE 05/24/17 to performi ng these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri RI d cel I i ng. Locati ons shown for permanent I ateral estrai nt of webs shat I have bracing instal 1 ed per BCS BC DL 7.0 PSF DRW CAU5R7175 17144071 rItI ecti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on Ail 1l1 r I I the Jai nt Detai I s, unl ass noted otherwi se. Refer to drawl ngs 160A-Z for standard pl ate post tl ons. 05/25/2017 BC LL 0.0 PSF CA—ENG CWC/CWC /��7 t l I \V' 1 Al pi ne, a di vi SI on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devl atl on from thl s OREGON tlrawi ng, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCAMR4NY installation A bracing of trusses. I) G TOT. LD. 42.0 PSF SEON— 45968 A seal on this drawl ng or cover pegs I I stl ng thi s drawl ng, 1 IW I cotes acceptance of profess)onal eV neer)ng ALV 14,20 1 esponsi bill ty solely for the design sheen. The tel Lobi II ty end use of this drawl no for any structure Is th V 8351 Rovana Circle roopensl Dl 11 ty of the FM l di eR Deal goer per ANSI/TN 1 .2. sell Tan�� OUR. FAC. 1. 15 FROM BB sacmmentd,CA95s2s For more Information see this;ob.s genera, notes page and these web=iter SPACI NG 24.0" JREF— 1W137175Z10 ALPI NE: www.al pi nei tw.conTPI: www.ipi net.org. WTCA: www.sbci ntlustry.corn; I CC: wwwi ccsafe.ore Renewal 6/ 2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - X3 ) Top chord 2x4 HF #2 120 mph wind, 22.16 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4 .2 psf. Webs 2x4 HF Std/Stud :W1 2x4 HF #2: Wi nd I oads and reacti ons based on MFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4 �— j 3X5 2-7-0 ___k_ �■ ■J * 21-2-12 0-5-4 i 1. 3X5(R) III 20-8-12 3X5 2X4(A1) = 3X4 III L-2-0-0— J J 4-11-12 2-11-8 4-11-12 )1 P 2-11-8 I 4-11-12 7-11-4 Over 2 Supports R=517 U=33 W=5.5" R=309 U=29 RL=74 Desi gn Cri t: I RC2012/TPI -2007(STD) cEO PROF. PLT TYP. I TWBCG Wave FT/RT=2%(0%)/4(0) 16.01. r�R.Y�_I � /lt(� SS OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon (503)357-2118 "WARMR A .•READ AND FOLIAR ALL NOTES ON THIS DRAIN LmIN I C7 TC LL 25.0 PSF REF R7175- 39399 825 N 4th Ave,Cornelius OR 97113 ••I IN'ORTAHr•• PIIRNI SH mil s DRAWING TO ALL CDNIAACTORS!NCLIA'NG THE I NSTALLerts. Trusses regul re extreme care in fabrl cats ng, handling, shl ppi ng, Installing and bracing. Refer to and foil ow ...Ili the Iatest edition of BCSI (Building Component Safety Information, by TPI and aTCA) for safety practices prior '&C �- DL 1 0.0 PSF DATE 05/24/17 to perfotmi ng these functions. Installers shall provi de temporary bract ng per BCSI. Unless noted otherwise. Oliiihk top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached ri gid cel l I ng. Locati ens shown for permanent I ateral estrai nt of webs shal I have braci ng I octal I ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17144074 ctrl ons B3, B7 or B10, as applicable. Apply plates to each face of truss and posi tl on as shown above and on /�=1^(� [F30^ l I =he Joint DotalIs, unless noted otherwise. Refer to drawings 1b0A_Z for standard plate positlans 05/25/2017 BC LL 0.0 PSF CA-ENG GWH/GWH I' ' V I Al pine, a dl vi si on of ITR Bui I dI ng Components Group 1 nc. shat I not be responsi bl a for any devl atl on from till s OREGON drawl ng, anyfall cera to but I the truss in conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY 1 festal I atl nn a bran)ng of trusses. •A r TOT. LD. 42.0 PSF SEAN- 62596 A seal on tills draw nag or cover page I I sting till s drawl nip, I roil rotas acceptance or profess'ons! eag1 near'ng 4 wLS.14t 2O • respond bl I I ty cal el y for the dee!gn shown. The sul tebii'I!I ty and use of thl s draw no for any structure I s the t DUR. FAC. 1. 15 FROM BB 8351 Rovana Civic raspansl bl I!ty of the Boil al ng Desi goer per ANSI/rPl 1 See.2. $$a JI Ta •` Sacramento,CA 95826 Far more i nfnrmati on see this,ob•s general nates page and these web sl tee: SPACING 24.00 JREF- 1 W137175Z10 ALPINE: www al pi ilei tea.corn; TPI: ww.,tpi fest.org; aTCA: www.sbci ndustry.corn; I CC: www.I ccsafe.org Rorrutat NAw1/7114R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 O1senWood -- 12882 sw Parkdale - X2) Top chord 2x4 HF #2 120 mph wind, 21.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W1 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1. 5X4 III / I 3X5 4 1-10-10 0111. „ 2-4-10 11111111111111111 0-5-4 i 1 1' N +1-2-12 ' _� 3X3= 3X5(R) IH 0-8-12 2X4(A1) = 1. 5X4 III L—2-0-0- - 2-10-11 2-11-8 >I` 2-10-11 P 2-11-8 I- 2-10-11 5-10-3 Over 2 Supports R=436 U=30 W=5.5" R=212 U=19 RL=58 Desi gra Cri t: I RC2012/TPI -2007(STD) QED PROF& PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f�� _iir,�ss OR/-/1/-/-/R/- Scale =, 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI'w READ AND NG LOM ALL NOTES ON THIS MWMIxG1 TC LL 25.0 PSF 825N4 Ave,Cornelius OR9713 "IIPORfANf'• FURNISHTHISNt1a1NGTOALLCGNIMCTORSINCLUDINGTHEINSTALLEh,S. REF R7175- 39400 Trusses requl re extreme care in fabricating, handling, shl poi ng, Installing and bracing. Refer to and follow _ the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorMI:1;1,v, DL 10.0 0 PSF DATE 05/25/17 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, — top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl gid cel I I ng. Locati ons shown for permanent I ateral restrai rat of webs shat I have braci ng instal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17145231 /I,I ections 03, B)or 810, a applicable. Apply plates to each face of truss and post ti on as shown above and on t 1 Ail PAIN 1 1 the Joint 0etaiIs, uralesssnoted otherwise. Refer to drawl rags 160A-Z for standard plate politlons. O�/25/2017 BC LL I l Al pl net a di vi si on of 1 TW Elul I di ng Components Group Inc. shat I not be responsible for any devl ati on from thl s OREGON 0.0 PSF CA-ENG BFR/RTT drawing, any fol lure to bud Id the truss In conformance with ANSI/TPI 1, or For handl log, shipping, AN I /3T'WCOMR4NY installation R bracing of tresses. 3c TOT. LD. 42.0 PSF SEQN- 128039 . A seal on this drawl ng or Boor pegs I I stn ng this drawl ne I ndi rates acceptance of profess'onsl anal nese no 41/1.1. 20� esponsl DI I1ty solely for the design shown. The sol tab!I I � ty and use or this drawl for any structure Is the _q 4t v 8351 Rovana Circle rospanslbillb of the IWIldlrap Oeslgoer per A1151/TPI 1 Set.2. V•eIt Tan iDUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more l nfnrmatl on see thi s)ob•s general notes page and these web sl tes: SPAC I NG 24.0" ALPINE: www.al pd meitw.com: TPI: bpinst.org; WA:TCwww.sbeindustry.com; ICC. www.iccsafe org J RE F- 1 W1 3 7 1 7 5Z 1 0 www. Rsnat wall lt/aro9114R THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - X1) Top chord 2x4 HF #2 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. 1. 5X4 III 1.5X4 111 4 ',� 1-2-10 1 1-8-10 �iS�J 1-2-12 Y 0-5-4 i j 1.5X4111 0-8-12 3X3= 2X4(A1) = 1.5X4111 EC 2-11-8 >1.410"11.i 2-11-8 l0-10-11 3-10-3 Over 2 Supports R=367 U=31 W=5.5" RL=42 R=111 U=8 Desi gn Cri t: I RC2012/TPI -2007(STD) leo PRO/ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f�c 3�ri,..`rw OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI ND AND FOLLOW ALL TONTHIS BNABSNGI .j TC LL 25.0 PSF REF R7175- 39401 lwUl 825 N 4th Ave,Cornelius OR 97113 •'l YPORTANT•• fl sHREAD TNI s 11RAW1 NG TO ALL CONTRACTORS I NOLIIDI NG THE I HsrALLeas. �7 Trusses regul re extreme care i n fabrl cati ng, handl I ng, shi ppl ng, I nstal I Ing and bracing. Refer to and fol I ow �r[/, the Iatest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practi ces prior �- •� DL 10.0 PSF DATE 05/25/17 n to performing these functions. Installers shall provi des temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shat I have a properly attached rigid cei I i ng. Locati ons shown for permanent lateral r trai nt of webs shall have bracing i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17145232 Ail �0�� ' were ons B3, B)or B10, as applicable. Apply plates to each face of truss and posi ti un as shown above and on II I the Joint Betel Is, unless noted otherwise. Refer to drawings 160A,for standard plate positions 05/25/2017 BC LL Q.Q PSF CA-ENG BFR/RTT I AI pi Ile, a dl vi si on of I TW Bul I di ng Components Croup Inc. shat 1 not be response bl a for any devi ati on from the s OREGON drawl ng, any fol lore to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY metal I ate on 5 brace ng of trusses. TOT. LD. 42.0 PSF SEAN- 128037 A awl on the s drawl ng or cover page I I stl ng the s drawl ng, I MI cotes acceptance of prof sal anal .ngl e.efI ng �lY v4,204b 0 responsi bi I I ty sol el y for the design shows. The sal tem I I ty and use of till s drawl ng for any structure 1 s the 4�1 . DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bi I I ty of the Bol I dl ng Baal goer per ANSI/TPI ,Sac.2. V 8 e H Tat% Sacramento,CA9582A For more Infermetinn see this,ob.s general nates page and these web sites: SPACI NG 24.0" JREF- 1W137175Z10 ALP!NE: www.al pi mel tw.cam, TPI: www.till net.org: NTCA: www.sbci ntlust ry.cam; ICC: wwwi ccsafe.org Raamwrsl R/AfIf91,tit THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - X ) Top chord 2x4 HF #2 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Wi nd loads and reacti ons based on MWFRS wi th additional C&C member design. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Truss designed for unbalanced load using 0.50/1.00 windward/leeward factors. load is 1.50. 4 -- 21-5-11 1 _ R=9 Rw=16 U=16 1-0-10 0-5-4 i�� I� 20-8-12 V i R=16 Rw=18 U=8 2X4(A1) -2-0-0—>i 1-10-3 Over 3 Supports r -I R=337 U=49 W=5.5" RL=27 Desi gn Cri t: I RC2012/TPI -2007(STD) 4I� PRoi . eft PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01. V,.E7� �,� r;,R�"9. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss 825 N 4th Ave, of meliusn (503357°118 **WARNING!••READ AND FOLLOW ALL ONTE5 ON THIS pWlGG! Ni TC LL 25.0 PSF REF R7175- 39402 825 N 4t Ave,Cornelius OR 97113 "I IroxrANt" FURNISH THIS gRAn NG TO ALL CaR1R11CTOR5 I NCLugI NG THE INSTALLERS. Trusses regal re extreme care In fabri cat l ng, handl l ng, shl ppi ng, Installing and bract ng. Refer to and follow _ the latest edition of SCSI (Bull di ng Component Safety Information, by TPI and WTCA) for safety practices prior /- DL 10.0 PSF DATE 05/24/17 t• to perform)ng these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,411164 top chord shall have properly attached structural sheaiM1l ng and bottom chord shall have a properly attached — rI gi d cei i ng. Locatl ons shown for permanent I ateral estrai tat of webs shat I have braci ng natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17144081 r, �0�� sections 83, B]or 610, as applicable. Apply p1ates to each face of truss and posi ti nn as shown above and en 05/25/2017 II I the mint Details, opless noted 0therwlnos Refer to drawings,boa-Z for standard piate positions. BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a di vi sl on of ITW BUIltlirg Components Gropp Inc. shall not be responsible for any deviation from this OREGON drawl ng, any Pal l are to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i natal l ati on a braving of covertrusses. 13 `?/ c TOT. LD. 42.0 PSF SEAN- 14497 REV A seal on this drawl tap or cover page 1 I sting thl s drawl ng, I non tate,acceptance of profess!anal sag1 neer)ng G LY 14,2C �0 hl l response bill ty solely for the deal gn shown. The sal tel ty end use of tills drawn ng for any structure Is the 8351 RovaaCircle reopens'la neg Icy or t.BualDesigner •per ANsI/rPl , DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this j ob.s general notes page and these web si toa: ALPI NE: ewe al pl vel tw.con; TPI: www.tpi nst.org; WTCA: www.sbci ndustry.corn; ICC, www.I ccsafe.org Renewal 6/3012018 SPACI NG 24.0" J REF- 1 W137175 Z 10 (0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 Sw Parkdale - XG) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2 2x3 HF #2: TC- From 0 p f at -2.83 to 71 p fat 0.00 TC- From 2 p f at 0.00 to 2 p f at 11.16 (**) 2 pl ate(s) requi re speci al posi ti oni ng. Refer to scal ed pl ate pl of BC- From 0 p f at -2.83 to 4 p f at 0.00 details for speci al positioning requi rements. BC- From 2 p f at 0.00 to 2 p f at 3.15 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 2 p f at 4.18 to 2 p f at 11.16 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC BC- 25.06 I b Conc. Load at 2.72 DL=4.2 psf. BC- 221.40 I b Conc. Load at 5.55 BC- 424.42 I b Conc. Load at 8.38 Wind I oads and reacti ons based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1. 5X4 III 3X5 3X5(**) 2.83 r-- 3X5 2-6-10 3-0-10 Olik , .111° fr Ji 21-2-12 I 0-5-1 1114 3X5= 3X5= --i- _ 20-8-12 2X4(A1) 4X5(R) 1115.79 4X5(**)(I) 111 l< 2-9-15 J 3-5-6 3-6-6 3-1-121-0-7-1` 3-5-6 T 3-6-6 I` 3-1-12 -1`1-0-7-I- 6-11-12 -1 I 11-1-15 Over 2 Supports >1 R=649 U=56 W=7.778" R=447 U=24 Desi gn Cri t: I RC2012/TPI -2007(STD) §REQ PROP) $ PLT TYP. Wave FT/RT=26/.(06/6)/4(0) 16.01. f4(... ,j 4> OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503357-1.118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAIN NGITC LL 25.0 PSF 825 N 4t Ave,Cornelius OR 97113 ^IlhpaRTANr•• l'URNIsII THIS MAWIxO To ALL CONTRACTORS INDLUDIxO THE lhurALLEgs. REF R7175- 39403 Trusses requl re extreme care In fabricating, handl lrg, shl ppi ng, I nstal II ng and bracI ng. Refer to and follow the latest edition of BCCI (Building Component Safety Information, by TPI and'MCA) for safety practices prioreirAMILIA ' DL 10.0 0 PSF DATE 05/25/17 >7 to performing these runt ons. Installers shall provide temporary bracing per BGSI. Unless noted otherwise, - top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid eiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BGSI BC DL 7.0 PSF DRW CAUSR7175 17145233 ,4 O`� II seelti yes 03. B7 or B10, as applicable. Apply plates to each face of trussandposttlon as shown above and on 05/25/2017 II L J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.pine, a di vi sl on of 11W Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shl ppi ng, AN ITV',COMPANY I metal I atl on s bract ng of trusses. A.eel on tela drawl ng or cover P1191111 otI 09 this drawl ng, Indlutes acceptance of profess'anal .nplniter'np (, 1/1a-14,20 0 TOT. LD. 42.0 PSF SEON- 128035 responsi bill ty solely Tor the des)gn shown. The sul tab)II ty and use of Mia drawl ng for any structure Is the 8351 Rovana Circle bill Ity of the Bol Idlno Donal per ANSI/TPI 1 sea.2. �`Qell Tai!t DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this Job's general notes page and these web sites: ALPINE: www.al pl eel tw.corn; TPI: www.tpi net.erg; WICA: wow.sbci ndustry.corn; I CC: www.,ccsafe.org Renewal 8/30!2016 SPACING 24.0" J REF- 1 W137175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - N) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 20.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" OC. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [14] W3X7 S 1.25 5X7- 1. 5X4111 5X7= 1.5X4 a T2 n �� 1. 5X4 4 r _ _ 4 3-7-11 5 m — 'a I�v 18-8-12 1 3X5 3X10(B1) = = 4X5= 3X5= 3X10(B1) 3X7[14] L*2' L*2. I� 5-4-8 9-111-4 4-6-12 6-3-12 6-3-12 I 6-3-12 6-3-12 "i 4-6-12 9 1-4 5-4-8 II', 9-11-4 J, 12-7-8 J__ 9-11-4 -J 32-6-0 Over 2 Supports R=1533 U=71 W=5.5" R=1533 U=71 W=5.5" RL=50/-50 Design Cri t: I RC2012/TPI -2007(STD) f4so PROF S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. pi:�� �fP:'R1�si. OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARMNGI••READ AND FOLLONALL NOTES ONTHISDRAIN NGI TC LL 25.0 PSF REF R7175- 39404 825 N 4th Ave,Cornelius OR 97113 "I NpORTANr'• F11NNl SH TNI s DRAW x0 To ALL CONTRACTORS I NCIl1Dl Ne THE l NBTALLERS. Trusses require extreme tare In Fabricating, handl I I, shipping, Installing and bract ns. Refer to and Follow DL 10.0 PSF DATE 05/25/17 the latest edition of BCBI (Building Component Safety de tempo On, by TPI and NTCSI For safety practices prior to Performing these Functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise, fop chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl gid cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bracing i nataI I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17145234 sect)ons 83, B7 or 810, as appl i cab)e. Apply plates to each face of truss and position as shown above and on 05/25/2017 ,4 LO I i the Joint Petal l s, unless noted otherwl se. Refer to drawl nes 160A-Z for standard plate positions. I \V' I • Alpine, a di,ds1on of ITV BuIIding Components Group Inc. shall not be responsible for any deviation from thi. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fel l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NV i natal I et!On a bracing of trusses. r► TOT. LD. 42.0 PSF SEAN- 110340 A seal on thl s drawl ng or cover pegs I I stl ng WI s drawl ng, I ndl cates acceptance of professi anal enpl nett ng 4 tt/LV 14,20d� e respond bl I I ty sol sl y for the deal gn show. The mil tab)I 1 ty and use of this drawl ng for any structure I a the &IT ��Tan t OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl Il ty of the Bull ding Baal goer per ANSI/TPI 1 SOC.2. Sacramento,CA 95828 For more I nformati on see thi s.1 ob.s general notes page and these web sites: SPAC 1 NG 24.0" J REF- 1 W137175Z 10 ALPI NE: www.al pi Wel tw.corn. TPI: www.tpi nst.org; OTCA: www.sbci ndustry.Com: I CC. www.i ccsafe.org Renewal 8180/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - NG) Top chord 2x4 DF-L #1&Bet. Bot chord 2x6 HF SS 2 COMPLETE TRUSSES REQUI RED I t t Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 1 Row @ 8.25" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 p f at -2.00 to 71 p f at 7.94 Use equal spaci ng between rows and stagger nails TC- From 36 p fat 7.94 to 36 p fat 24.56 in each row to avoid splitting. TC- From 71 p f at 24.56 to 71 p f at 34.50 4" o.c. spaci ng of nails perpendicular and parallel to BC- From 4 p fat -2.00 to 4 p fat 0.00 grain required in area over bearings greater than 4" BC- From 7 p fat 0.00 to 7 p fat 32.50 BC- From 4 p fat 32.50 to 4 p fat 34.50 120 mph wind, 20.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 783.47 I b Conc. Load at 7.89,24.61 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 100.50 I b Conc. Load at 2.00,30.50 DL=4.2 psf. BC- 107.08 I b Conc. Load at 4.00,28.50 BC- 113.96 I b Conc. Load at 6.00,26.50 Wi nd I oads and reacti ons based on MWFRS. BC- 309.20 I b Conc. Load at 8.00,10.00,12,00,14.00 16.00,16.50,18.50,20.50,22.50,24.50 I n I i eu of structural panels use purl i ns to brace al I fl at TC @ 24" OC. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. Calculated vertical deflection is 0.51" due to Iive Ioad and 0.50" due to dead Ioad at X = 19-0-13. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 6] W2X4 S 2.50 [10] W4X5 2.00 R 1.50 [16] W3X10 4.00 R 1.50 [20] W2X4 S 2.50 6)(6,-- 3)(5- 1. 5X4 III 6X6 = a .: 4 4 r-__.ggigmillIlr\= 2-11-11 /' 18-8-12 I 3X12(A1) 2X4[6] Ill 4X5[10] 3X10[16] = 2X4[20] III 3X12(A1) H0510= LE.2' ..I 1..*2i ..J r 7-11-4 + 5-5-15----c---5-7-11 + 5-5-15 + 7-11-4 I, 7-11-4 J- 16-7-8 -I- 7-11-4 J I 32-6-0 Over 2 Supports R=3775 U=211 W=5.5" R=3775 U=211 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) 4,1E0 PROOF %-t PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01. tic4 L!•GANZ_ `r�0 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL ROTES ON THIS DRAWING! REF R7175- 39405_ 825 N 4th Ave,Cornelius OR 97113 ••I I/PORTARr•• FIIRNI THE SH THIS CRAM NG TO ALL CONTRACTORS I NCLLOI NG E INSTALLERS. !ZAt TC LL 25.0 PSF Trusses requl re extreme care In fabricating, handl I ng, shipping, instal l I ng and bracing. Refer to and follow . the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier O. 1 L 1 0.0 PSF DATE 05/25/17 n to performing these funs'ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cel l i ng. Locati ons shown for permanent lateral restral nt of webs shall have bract ng i nstal l et!per BCSI 05/.2`/2017 :C DL 7.0 PSF DRW CAUSR7175 17145235 sections B3, BT or BID, a applicable. Apply pl aies to each Face of truss and post ti on as shown above and o J L �i the Joint Data'Is, unless otherwise. Refer to drawl: 160A- OREGON BC LL LIO)�N I ha for standard plate posetlens n 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of 1TW Bui ldi g Components Group Inc shat' not be responsible for any deviation From this drawing, any failure to bulltl the truss In conformance wl th ANSI/TPI 1, or for handling, shi ppl ng, AN ITWCOMRW,NY installation R bracing of trusses. �(f �CY14,2O t re0 TOT. LD. 42.0 PSF SEAN- 110337 . Aseal on this drawl ng or cover pegs Il sting tills drawl ng, I nen Cotes acceptance of profess)onel engl neer'ng ponsthe reANS bl II ty solely for design shows The SWI tabs II ty and use of tills drawing for any structure Is the elleellenTar OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond ill I l ty of the Rel l di Reel grey per e MN 1 Sec.2. Sacramento,CA 95828 For more I:format'on see this jobs general notes page and these web si ten: Renewal �� SPACING 24.0" ALPINE: www. t.al pi TPI:www.tpineorg; Www. TCA: wsbclndustry.com; ICO. www.Iccsafe.org J REF- 1 W1 3 7 1 75Z 1 D THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - 0) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead I oad i s 1.50. 1. 5X4 III i 3X5 4 I-- 00 4-1-12 010 -' a —A +11-1-0 i 1. 5X4 III 4X5(R) III 2X4(A1) L--2-0-0- —>i 5-6-8 >1.c5-8-4 '"12 5-6-8 5-11-0 'I f< 11-5-8 Over 2 Supports >1 R=656 W=5.5" R=469 U=6 RL=74/-20 ,le PROFF S Desi gra Cri t: I RC2012/TPI -2007(STD) �!, S PLT TYP. Wave FT/RT=2%B(O%B)/4(0) 16.01. °-0,a.fibNE �O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRMRGI REF 87175— 39406_ 825 N 4th Ave,Cornelius OR 97113 ••1IPORTANr.• FURNISH THIS BRAN NG TO ALL CONTRACTORS I AGLOW NG THE INSTALLERS. 83294PE VTC LL 25.0 PSF Trusses regal re extreme care In fabri call ng, handling, shl ppi ng, Installing and bracing. Refer to and follow /- the latest edition Of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior II L 10.0 0 PSF DATE 05/25/17 T. to performing these fundi ons. Installers shall prowl de temporary bract ng per BCSI. Oral ess noted otherwise, _ top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attached rl gi d cei I ng. Locatl ons shown far permanent I ateral rests;rat of fabs seal I nava braci ng I notal I ed per Bcsl 05/25/2017 C DL 7.0 PSF DRW CAUSR7175 17145236 ctl ons B3, B>or B10, as applicable. Apply plates to each face of truss and puss ti on as shown above and u the Jai rat Petal l s, unless noted otherwl se. Refer to drawls 160A- �. MIN ! ha =for standard pi ate pysitions. n OREGON BC LL 0.0 PSF CA—ENG BFR/RTT I Al pi ne, a dl vi sl on of ITN eui dl ng Components Group Inc. sha]I not be rorforl bl a for any l ppi ati on from thl s drawing, any failure to build the truss in conformance wi[h ANSI/TPI 1, or for handling, sM1i ppi ng, 13 AN Irw COMR4NY i notal]atl on s braci ng of trusses. 4 `LLY 14,sod' tel • TOT. LD. 42.0 PSF SEON— 110267 . Aeseal on MI a dread ng or cover page I I ting till a dread ng, I tel rates acceptance of profess'oral ental neer!rata $ e rpmol bill ty sol el y for the des]gra shoes. The tel tab]I I ty and use of thl s dread ng for any structure 1 s the 8351 RovanaClrcde reapmslbllity of the Bel ldlag Designer per Axsl/TPI ,sec.2. $e'i11 Tar OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thi s j ob•s general notes page and these web si res: ALPINE: wff.al pi mel tw.caTPI: www.tpi not.org; WTCA: www.sbcl ndastry.co, I cc: www.I ccsafe.org Renewal 8/30M018 SPACING 24.0" J REF— 1 W137175 Z 10 m; THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - QGE) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1, W2, W3 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched, except as noted. Right end vertical not exposed to wind pressure. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per engineer of record. 2X3 studs require reinforcement at 70% of the length See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tabulated for 2X4 studs of the same grade. bracing requirements. (a) #3 or better scab rei nforcement. Same size & 80% length of web Bottom chord checked for 10.00 psf non-concurrent bottom chord live member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. , 4 3X5— pill �' W3 � 4-1-12 • : ofiet —midillilli . 1 Milh i N mi • • _mI 0 11-1-0 i 2X4('1) ----- 4X5(R) III 1<-2-0-0—>i 2 5-6-8 I 5-8-4 ?LI 5-11-0 61 1< 11-5-8 Over 2 Supports >1 R=764 U=126 W=5.5" R=582 U=91 RL=144/-23 Note: Al I PI ates Are 1.5X4 Except As Shown. ��O PROp . Design Cri t: I RC2012/Tp/PI -2007(STD) �G Ss, PLT TYP. Wave FT/RT=2/0(0%)/4(0) 16.01. a e a .GANF. '0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-21 18 **WARM NGI`•READ AND FOLLOW ALL NOTES ON THIS DRAIN Net v 825N4thAve,CorneliusOR97113 `•IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE lusrutFRS. ..14 83294PE TC LL 25.0 PSF REF R7175- 39407 Trusses require extreme care 1n fabricating, handling, shl pp'ng, Installing and bract ng. Refer to and follow `G // _ the latest di ti on of RCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior I L 10.0 PSF DATE 05/25/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gI d cel I 1 ng. Locatl ons shown for permanent I ateral restrai nt of webs shat I have brad ng I nstal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17145237 Al O`� ; rw sections B3, 8)or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05/25/2017 L J : the Joint Details, unless noted otheise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITw BonOREGON BC LL ding components Group Inc. shalI not be responsible for any deviation from this 0.0 PSF CA-ENG BFR/RTT drawl ng, any fol l ore to but I the truss In conformance with ANSI/TPI 1, or for handl I ng, shl ppi ng, AN IrwcohAP,wr Intal latinn a bracing of COOOrtrusses.A 4 "LtY 14'400' 0 TOT. LD. 42.0 PSF SEON- 110273 r seal l nb l l ty drsol el y or toyer sign I hoont.!sting thi The ul drawing,I est.of 1pt111dr of professional structure rlo see"Tan., rah.` DDR. FAC. 1. 15 FROM BB respoui bi I1 ty oft`Ie for the design shawl. The sol t1 tyI1and use of tN s drawl ng for any structure 1s the 8351 Rovana Circle rasPonsl bl I I ty of the&111 al ng Dasl IKror per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformati on see fhl s Job's general notes page and these web si tes: Renewal g� �� SPACING 24.0" ALPINE: .al pi f TPI: www. org; WrCA: www.sbclndus[ry.cons ICC: www.lccsafe.org J RE F- 1 W1 3 7 1 7 5Z 1 0 www THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - OG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 3.94 TC- From 36 pl f at 3.94 to 36 pl f at 6.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at 6.06 to 71 plf at 8.92 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 pl f at -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 8.92 TC- 103.74 I b Conc. Load at 3.89, 6.11 Wind I oads and reacti ons based on MWFRS. BC- 47.25 I b Conc. Load at 2.00, 8.00 BC- 115.55 I b Conc. Load at 4.00, 6.00 In Iieu of structural panel s use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total load. Creep increase factor Ioad applied per IRC-12 section 301.5. for dead I oad i s 1.50. 4X5 4X5= — � 4 4 [— {� 1-7-11 ___-2 I 0-8-4 L _-1- 13-1-0 1.5X4 III 3X5= 3X5(B1) 3X5(A1) 1<-2-0-0� 1< 3-11-4 + 2-1-8 4< 2-10-4 I– 3-11-4 J_ 2-1-8 J_ 2-10-4 ,1 8-11-0 Over 2 Supports R=721 U=20 W=5.5" R=584 EO PROF Design Cri t: I RC2012/TPI -2007(STD) � FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. I At c IN s-• OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 wwWARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWN NGI iir TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I WPOHTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. lilREF R7175— 39408 Trusses recite lltio extreme care Bu in fabChmpoing, SafeI ormatshl ion, iysTelland and braor s Refer to and PpIior DL 10.0 PSF DATE 05/25/1 7 the lrfest ell ti on off,etiCSI nsuil I i ngnst Component sha I Safety deftempoion, by Tel and NSCSI For Safety practices prior to Performing these£properns. Installers shall Provide temporary bracing per alI Unless noted otherwise, top chord shall have properly attached pe structural sheathing and bottom chord shall have a properly attached i C DL 7.0 PSF 1 ri gi tl cel 11 nq. Locali ons shown far permanent I ateral astral nt of webs shat I have brach ng notal I ed per BC BIDRW CAUSR71 75 17145238 All ,I ' sect ons B3, BT or as cote cabl a Apply plat es to each face of truss and position as shown above and an 05/25/2017 II IIIU�1 I the roan Petal ls, unless noted otherwise. Refer to drawings I not for standard plate any de ant. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of I TW Bui di ng Components Group Inc. shat I not be responsi 61 a for any i pie ati on from[hl s OREGON drawing, any failure to builtl the truss in conformance with ANSI 1, or Far handl ng, shipping, AN ITW COMPANY I nstal I au on s brach ng of trusses. Sob 44 c TOT. LD. 42.0 PSF SEAN- 140325 A seal on thl s drawing or=ever paps I 1 sti ng thl s drawl ng, I eel ow este,eptence of profess'onel engl marl ng responsiblIlty solely for the design shorn. The sllteblIlty and use of this drawing for any structure Is the *sell Tao'` wlLV 14,20 DOR. FAC. 1. 15 FROM BB 8351 Rosana Circle responsl bli t ty of the Sul I ding Deal goer per ANSI/TPI 1 Sec.2. Sacramento,CA95R28 For more InformauPn see thls;ab s general notes page and these web 5' es: org Ranswal&ffi)A2018 SPACI NG 24.0" JREF— 1W137175Z10 ALPINE: www.al pi nei iw.can: TPI: wow t tph not.erg; neral mew.notes sbclndustr.tom; ICC: safe. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - 0) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5 --1 4 4 1---- —i_ 1-11-15 i 0 _ 0-8-4 +13-1-0 I 1. 5X4 III 4X5(G1) III 2X4(A1) -- 1-<---2-0-0---- 5"81 r 5-0-0 De 3-11-0 I-- 5-0-0 3-11-0 8-11-0 Over 2 Supports R=632 U=4 W=5.5" R=358 RL=27/-29 Design Cri t: I RC2012/TPI -2007(STD) ���PROF"S+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ', o ( rHV `rte. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI RNI••READ AND NG TO ALL NOTES ON THIS WWINGT � ((.' 83294PE `� lia TC LL 25.0 PSF REF R7175— 39409 825 N 4t Ave,Cornelius OR 97113 '•I IPoRTANr•• FURNISH THIS DRAWING rg en n CONTRACTORS I NCLIIgI xe THE INSTALLERS. Trusses regal re extreme care In Fab,call ng, handling, shl pal ng, Instal l log and bracing. Refer to and follow /- the latest edition of BCSI (Building Component safety In£ormatlon, by TPI and WTCA) for safety practices prior DL 10.0 0 PSF DATE 05/25/17 1. to perform)ng these£anti ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cel I i ng. Locati ons shown for permanent I arena) restraint of webs shat I have bract ng I nstal I ed per BCSI i C DL 7.0 PSF DRW CAUSR7175 17145239 ,4 r O`� n sections 03, 07 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/25/2017 II L J I the Jalnt BetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate potlelons. I Alpine, a dl vision of ITw BC LL Building Components Group Ina. shat, not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with AN51/TPI 1, or for handl Ing, shl pping, AN ITw COMPANY I nstal I ati on s bract ng of trusses c TOT. LD. 42.0 PSF SEAN— 110325 • A seal oni Ohio armw ng or,nee pep.I I o,e. the s drawl1q I ne oris tents or proles Ione) enpl near)np (/ LY 14,20e `0 responsi bi I i ty 001019 the rpr,the dial gn er per The aui t.bl I i ty end Bea or t I s drawl ng nor any tztpre I s the 'teen Tao�. DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond b1 I 1 ty of But I di ng pest goer per ANSI/Tpl 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this Job's general notes page and these web sites: ALPINE: www.a1 pi net tw.corn. T111, www.tpi nary org; WIC, sway sbci ndustry.tom; ICC: www.I ccsafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 W137175Z 10 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - P) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n lieu of structural panel s use purlins to brace all flat TC ® 24" OC. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad desi gn. applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor JT PLATE LATERAL CHORD for dead Ioad is 1.50. No SIZE SHIFT BITE [ 7] W3X7 S 1.25 [13] W1.5X4 S 2.25 4X5= 3X5= 1. 5X4 foj 4 1-- .....i 3-6-2 3-7-11 +11-1-0 3X7[7] = 1. 5X4[13] III 2X4(A1) —2-0-0—J 5-4-8 9-11-4 4-6-12 , 1-6-2 1-6-2 L 9-11-4 1-6-2 J 1< 11-5-6 Over 2 Supports R=677 W=5.5" R=469 U=4 RL=65 Design Cri t: 1 RC2012/TPI -2007(STD) 4S"PRpFFS PLT TYP. Wave FT/RT=2%D(O%)/4(0) 16.01. . ,L.( r UV S-• OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "wARNI NGI*READ AND FOLLOW ALL RTES ON THIS DRAWIRGI TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ^eRpDRTANT.* FURIIISH THIS DRAVANG TO ALL CONTRACTORS IRCLUDING THE IRSTALLERS. REF R7175- 39410_ Trusses regui re extreme care;n fabricating, handling, shl ppi ng, instal l l ng and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and wSCA) for safety practices prior DL10.0 PSF DATE 05/25/17 n to performing these fund;ons. Installers shall provide temporary brat;ng per BCSI. Unless noted otherwise, rtli.... ;;;;:au - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigld ceiling. Locations shown for permanent lateral restraint of webs shalI have bracing Installed per BCSI :C DL 7.0 PSF DRW CAUSR71 75 17145240 Ail O`� I 1 sections 83 B7 or B10, as appl l cable Apply plates to each face of truss and post tl on as shown above and on 05/25/2017 I I L J I the Joe,nt Detal l s, unl ess notetl o,zerwl se. Refer to tlrawI t 1,60A-Z far standartl pl ate post ti ons. I 1 Alpine, a di„l=ien of ITN Bu;ldirg Components Group Inc. shall not be responaible fnr any devlatipn from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fai I ure to buiId the truss In conformance with ANSI/TPI 1, or for handling, sh1pping, AN ITW COMPANY I nstal I ati on a bract ng of tresses. • A�eeel on tAls drawl nR en oowr pwgw Heli eg this drawleQ. iedl scree sea ranee of proles lonel .091 nserl nR A` 41, �4,zGe 0 TOT. LD. 42.0 PSF SEAN- 110332 poesibillty solely for the design shown. The suitability and use of this drawing for any structure Is the respona;bill ty of the WI ding Desi Bract e(tell Tan e'.� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle per IW SI/TPI 1 see.2. Sacramento,CA 95828 For more I nformatl on see thi s j ob.s general notes page and these web sl res: ALPI NE: www.al pi net tw.tom: TPI: lot nst.org; RICA www,sbcl ndustry.corn; ICC: wwwi ccsafe.org Renewal 03/30120 81 SPACING 24.0" J RE F- 1 W137175210 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - PG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special Ioads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 7.94 TC- From 36 pl f at 7.94 to 36 pl f at 11.45 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 11.45 DL=4.2 psf. TC- 783.47 Ib Conc. Load at 7.89 BC- 100.50 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 107.08 Ib Conc. Load at 4.00 BC- 113.96 I b Conc. Load at 6.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 309.20 Ib Conc. Load at 8.00,10.00,11.44 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ri ght end verti cal not exposed to wi nd pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 6] W3X5 S 3.25 [12] W4X5 S 1.75 5X7= 1.5X4111 1 T2 a 4 I 2-10-4 2-11-11 Nj 1 3X5[6] III 4X5[12] -- 11-1-0 i 3X5(A1) -2-0-0-----1L 7-11-4 3-6-2 I." 7-11-4 3-6-2 I, 7-11-4 ..-I..... 3-6-2 -J I< 11-5-6 Over 2 Supports R=1176 U=41 W=5.5" R=1776 U=76 � QO • -OFF Design Cri t: I RC2012/TPI -2007(STD) .( SA, PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01. �,v,-0L.t �NF�. /O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-'2118 "WARNINcI^READ AND FOLLOW ALL NOUS ON 1X15 pWIRGI 41 1 8.4294PE TC LL 25.0 PSF REF R7175- 39411 825 N4th Ave,Comelius OR 97113 ••IRu.PORTAMr'• FURNISH THIS°RARING TO ACONTRACTORS INCLUDING THE INSTALLERS. Trusses regud re extreme care In fabricating, handling, shl poi ng, Installing and bract ng. Refer to and foil ow OO< the latest edition of SCSI (Bull di ng Component Safety Information, by TPI and WTCA) for safety practice=prior C IL 1 0.0 PSF DATE 05/25/17 T. to performing these fundi ons. Installers shall provide temporary bracing per°CSI. Unless noted otherwise, ,0111664, lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF ri gid cel I i ng. Locatl ons shown for permanent I ateral restraint of webs shat l have bract ng 1 nstal I ed per°CSI 05/25/2017 DRW CAUSR7175 17145241 �0�� I sections 83, B7 or B10, as appl l cabl e. Apply plates to each face of truss and posPtl on as shown above and on ,4 I1Il I the id nt OetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard late Itions. OREGON :C LL 0.0 PSF CA-ENG BFR/NTT Alpine, a di vi sl on of ITN Bud l ding Components Group Inc. shall not be responsible for any devil atl on from this drawing, any failure to build the truss In conformance WI th ANSI/TPI 1, or for handling, sh1pping, AN Irw COMPANY Instal lata on N bracing of trnsses. G `eo 14,26 0 TOT. LD. 42.0 PSF SEAN- 110334 Ires`�pornsl on 1 I1ty sol elypfor the coverpage sb000. The I sting `sulrtoblipj ng, end use of thi:r'dreof ol ng for'any struture the *eel!Tao's DUN. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bi I I ty of the Bal I ding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this J general notes page and these web sites: Renewal 8/3W2018 SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pl Tel tw.Com; TPI: wwwtpl nst.org; WIC, www.sbclndustry.Com; ICC; wwwi ccsafe.ore THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 Olsenwood -- 12882 sw Parkdale - FT2 ) Top chord 2x4 HF #2 Thi s "Hi p Frame" may be used i n place of purlins on the hi p plane to Bot chord 2x4 HF #2 brace the flat top chord of hi p trusses. See detail drawing Webs 2x4 HF Std/Stud :W1 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. ll • 8-8-8 12.65 r 0-0-4 AiiI I I I i 2X4(D8R) F` 8-1-3 1"12 Note: Al I PI ates Are 1.5X4 Except As Shown. p PRO Design Cri t: I RC2012/TPI -2007(STD) Altril,,, � FFPLT TYP. Wave FT/RT=2B/D 0% /4 0 16.01. a •t( ) ( ) OR/ /1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503 357-2118 ••WARNI NGI•wREAD ARD FOLLOW ALL NOTES ON THIS DRAWI NGIREF R7175- 39412 825 N 4th Ave,Comelius OR 971)13 '•INpORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �LO VTC LL 25.0 PSFTrusses regul re extreme care In fabri call ng, handl log, shi aping, Instal l log and bracing. Refer to and follow the latest edition of BCS' (Building Component Safety Information, by TPI and WTCA) for safety practices prior C DI_ 10.0 PSF DATE 05/24/17 n to performing these fundi ons. Installers shall provide temporary bracing per BCS'. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gi tl cei I I ngi Latah ons shown for permanent 1 ateral restrai nt of webs sha'I have bract ng I neral ed per BCSI ;C DL 7.0 PSF DRW CAUSR7175 17144082 ,4 r, 1 O•�N 1 sections H3, B>ur B1O as apPllcable Apply plates to each face of truss and pos�tl on apsosshown above and un 05/25/2017 II L J I the Joint octans, unless noted otherwise. Refer to drawings 160A.Z for standard late it'ons. OREGON :C LL 0.0 PSF CA-ENG CWC/CWC I ' Alpine, a division of ITN Builtlirg Components Group Inc. shall not be responsi Dle for any deviation from this drawing, any failure to build the truss in conformance vel th ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NY Instal'atl on N brari ng of trusses. p 411014,20e 0 TOT. LD. 42.0 PSF SEON- 46200 • A seal on MIs drawl ng or cover page I I stl ng thl s drawl ng, I nen cotes acceptance of professional ental Merl nti reseals'bill ty sol el y for the deal gn show. The sul tab)l l ty and use of MIs drawl ng for any structure I s the *8e"Tan*,. DUN. FAC. 1. 15 FROM BB 8351 Rovana Circle response bill ty of the Dui Id!ng peel gooer per ANSI/TPI 1 See.2. Sacramento,CA9se2s For more Information s e .tpinsb s general note page and these web=iter: Renewal 613012018 SPACI NG 24.011 JREF- 1W137175Z10 AIPI NE: may.al pi nee tw.com; TPI: www.tans[.org; aTCA: www.sbci ndustry.com: ICC. www.iccsafe.ore THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - FT1 ) Top chord 2x4 HF #2 This "Hi p Frame" may be used i n place of purlins on the hi p plane to Bot chord 2x4 HF #2 brace the flat top chord of hi p trusses. See detail drawing Webs 2x4 HF Std/Stud HIPFRAME1014 or HIPFR1801014 for additional information. • 1. 5X4 III A • X4 III 12.656-7-3 6-7-3 1. 5X4 III iiii. 0-0-4 0, ■ I 2X4(D8R) 1. 5X4 III 1. 5X4 III 1. 5X4 III I— 6-1-3 1"12 R=1 PLF W=12-6-5 �Eo PRO Design Cri t: I RC2012/TPI -2007(STD) 4' Ss • PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01. 4i% SNF • •, OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357 2118 "WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NO! -� TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 '•l NPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NO THE INSTALLERS. 83294PE REF R717 5 39413 Trusses regui re extreme care In fabri cating, handling, shl ppi ng, Installing and bract ng. Refer to and follow a� — the latest edition of BCSI (BuiIding Component safety Information, by TPI and WTCA) for safety practices prior C IL 10.0 PSF DATE 05/24/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I I ng. LOcatl ons shown for permanent I afetal estral nt of webs shat I have bract ng i nstal I ed per BCSI 05/25/2017 ;C DL 7.0 PSF DRW CAUSR71 75 17144076 All �Q�� 7 sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on II I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. OREGON I AI pi ne, a dl vl si on of I TW Bul I di ng Components Croup Ino. shat I not be responsi bl a for any deviation from thi :C LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol lure to but Id the truss In conformance WI th ANSI/TPI 1, or for handl I ng, shipping, 11 c AN ITW COMPANY Installation R bract ng of trusses G eZty 14,so4' 0 TOT. LD. 42.0 PSF SEAN- 46198 Areseal on this eel n y for cower des! I I sti ng TN s drawl ng, I MI cotes acceptance of profess)oral engineering e pons1 bl I I tyy Rn shy.. The Sul tebl I ty end use of tM s drawl ng for any structure I s the 8351 Rovana Circle rospansl bl 11 ty of the Wulldl ng Des'Rner per ANBI/TPI 1 Sec.2. Bell Tan ' OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi s)ob•s general notes page and these web si fes: ALPI NE: www.al pi net tw.can; TPI: www.tpl nst.org; WTCA: www.sbci ndustry.com, ICC: www.i ccsafe.org Renewal 6130/2018 SPACING 24.0" J REF- 1 W137175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HI LLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - M2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 (**) 1 pl ate(s) requi re special posi ti oni ng. Refer to scaled plate pl of detai I s for speci al posi ti oni ng requi rements. Webs 2x4 HF #2 120 mph wind, 20.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC I oad applied per IRC-12 section 301.5. DL=4.2 psf. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member for dead load is 1.50. design. JT PLATE LATERAL CHORD Right end vertical not exposed to wind pressure. No SIZE SHI FT BITE [ 9] W1.5X4 S 2.25 3X5(**)(I) III 1 4 2-11-11 r.. 111111111111111111111111111111111111111111111111111111.111111111111111111111111111111111111111111 _i �J� 4_18-8-12 1. 5X4[9] III 2X4(A1) = . 1<-2-0-0� 7-9-8 1..12 " tt 7-11-4 Over 2 Supports R=517 U=23 W=5.5" R=309 U=22 RL=68 Ep PROF Design Cri t: I RC2012/TPI -2007(STD) 4' FSS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .4% SF'N ,O OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! Li/ 83294PE 'Q' • TC LL 25.0 PSF REF R7175- 39414 825 N 4th Ave,COmelius OR 97113 ••1IW'ORTANT•• ADM SN ALL THE THIS DRAWING TO ACONTRACTORS INCLUDING E INSTALLERS. Trusses requi re extreme care 1 n febrs call ng, handling, shi ppl ng. I nstal I 1 ng and bract ng. Refer to and fol I ow /r the Iatest edition of BCS! (Building Component Safety Information, by TPI and'MCA) for safety practices prior - C D L 1 0.0 PSF DATE 05/25/17 to performs ng these functions. Installers shall Provide temporary bracing per BCS1. Unless noted otherwise,,Aihk — iop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF ri gl d cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shall have bract ng I nstal I ed per BCS! 05/25/2017 DRW CAUSR7175 17145242 ,4 O`� ; sections 83, 87 or B10, as applicable. Apply plates to each face of truss position as shown above and on II L J the JOlnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA—ENG BFR/NTT I Al pine, a di vi si on of I TW Bui l di ng Components Group Inc. shall not be ror for bl a for any devi ati on from thi s drawl ng, any failure to bus I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN TTWCOMR'WY Installation u bracing of tresses. G `tier 4,204 C TOT. LD. 42.0 PSF SEAN- 140327 seal on l ng or cover ng, f 8351 Rovana Circle Arenpons bi l Itty ty Wil:f rSul thO esgnI,s wn. Thl.aw�' 'tyrend usee dof thls drawing fo"any'strunnarre°�s"the `Y8 a 1I Tat% DUN. FAC. 1. 15 FROM BB Sacromento,CA95828 For more Inforna[lon see this Job's general notes page and these web site: Renewal 8/30/2018 SPACI NG 24.0" JREF- 1W137175Z10 ALPINE: wwx al pi mei tw.com; TPI: www.tps nst.org; NTCA: www.sbci ntlustry.con; ICC. www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - M1) Top chord 2x4 HF #2 120 mph wind, 19.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1'•1 20-8-9 , R=172 U=20 4r 2-3-5 i 18-8-12 2X4(A1) -2-0-0 >1.< 5-10-3 >l< 2-1-1--->-1 lac 7-11-4 Over 3 Supports R=451 U=19 W=5.5" RL=53 R=114 Desi gn Cri t: I RC2012/TPI -2007(STD) its PROF. PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. ', , r ,, ss 2; ,. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "WARN!NGI••READ AND FOLLOW ALL ONTRA TO THISSIN DRAM NGT TC LL25.0 PSF825 N 4t Ave,Cornelius OR 97(13 IRpoRTANr•• P Awl sac TIII s DpAnace To ALL caxrgAcrDBs INCtLDI NG TBB INSTALLERS. REF R7175- 39415 Trusses regul re extreme c re In fabrl cat!ng, handling, snipping, Install l ng and bracing. Refer to and folIowthe latest edition of BCSI (Building Component safety Information, by TPI and hTCA) for safety practices prior lirAIMale,,A : DL 10.0 PSF DATE 05/25/17 to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,8411164 — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgi d ceiling. Locations shown for permanent lateral restral nt of webs shal I have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17145243 ect'ons 83, B)or 810, as appl l cable. Apply plates to each face of truss and posi ti en as shown above and o 05/25/2017 /.11 L OJ I ; the lolnt Beta!Is, unless noted otherwise. Refer to drawl nus 160A-Z For standard plate posi tl ons. n G =L_J\ I Alpin, a division of ITV tng Components Group Inc. shall not be responsible for any deviation from tnl� OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fal lure to Ind Id d the truss In conformance wi to ANSI/TPI 1, or For handling, shi poi ng, AN ITWCOMR4NY Installation R bracing of trusses. 'A c TOT. LD. 42.0 PSF SEON- 110285 . A seal on this drawl ng or cover pegs I I sting thl s draw I I ndl tate,acceptance or profess)oriel engl neer'0p 4 .V 14,20 e esponsl bl l I ty sol el y for the des'gn shown. The sol tabs I ty and use of this draw ng for am structure I s the FROM BB 8351 Rovanacircl, responslbillty of the Bull dl ng Designer per ANSI/TPI 1 Sec.2. O. Tan�- DUR. FAC. 1. 15 • • Sacramento,CA 95828 For more I nforma tion see this j ob•s general notes page and these web sl tem• ALPI NEw. www.al pi owl tocom; TPI: wwipinst.org; ARCA: Baa,sbcledustry owe: ICC: www.iccsafeorg Renewal& 2018 SPACING 24.0" JREF- 1W137175Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - M) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1+12-4-13 R=107 4 r 1-7-5 11-1-0 2X4(A1) L-2-0-0 •I< 3-10-3 >1.< 4-1-1 J 7-11-4 Over 3 Supports R=384 U=4 W=5.5" R=107 RL=32 Design Cri t: I RC2012/TPI -2007(STD) it,ep PROF. PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. V. 1 t SS'. OR/-/1/-/-/R/- Scale =. 5"/Ft. • Truss Components of Oregon (503)357-2118 **WARN!NGI*•READ AND NG TO ALL NOTES TO S I5 DRNIING 9 TC LL 25.0 PSF REF R7175- 39416 _ 825 N 4th Ave,Cornelius OR 97113 "I YPpprANT•• PURlII SN TNI s PRAISING TO ALL COMPACTORS l NCLugI NG THE i wsrALLEps. Trusses requl re extreme care In fabrl cat I ng, handling, shipping, Installing and bracing. Refer to and foil ow the latest edition of SCSI IBuilding component Safety Information, by TPI and WTCA) for safety practices prior / :: DL 1 0.0 PSF DATE 05/25/17 >7 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. Adilhktop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shat I have bracing i metal I ed per BCS BC DL 7.0 PSF DRW CAUSR71 75 17145244 ,4 r �� • sections B3, B/or B10 as applicable. Apply plates to each face of truss and poli ti on as shown above and on 05/25/2017 1111 o I the Joint Detils, unless noted otherwise. Refer to drawings 160A,for standard plate positions. I Alpine, a division of ITIN Building Components Group Inc. shall not be responsible for any deviation from tills OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel l ore to build the truss In conformance wl til ANSI/TPI 1, or for handling, sill ppm ng, AN ITWCAMPANY Installailnn&bracing of trusses. en t?I ow t TOT. LD. 42.0 PSF SEON- 110283 . A seal on Ml s drawl ng or Cover page I I stl ng MIs drawl ng, I NI cotes acceptance of profess)onsl engl peer!ng G LY 14,20 t0 raspenal bi!1 ty sol el y for the deal gn snow!. The sol tab!11 ty and use of till s tlrmd ng for any structure I s the 8 DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle reep0nsl bill ty or the Bol I ding pest gear per MI5!/TPI 1 500.2. 8 well Tan -- Sacramento,CA 9$828 For more Informatl on see tills job's general notes page and these web site. SPACI NG 24.0" JREF- 1W137175Z10 ALPINE: www.al pi eel tw.camp TPI: www.tpi net.org; aTCA: www.sbcl ntlust ry.corn; I LC. www.I ttsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - MG) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 pl f at -2.00 to 71 pl f at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 pl f at 0.00 to 7 pl f at 7.94 DL=4.2 psf. BC- 14.01 Ib Conc. Load at 2.00 BC- 26.16 Ib Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 104.98 Ib Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. R=130 4r- 11 1 41_11-8-13 0-11-5 11-1-0 ___L ____________---- 2X4(A1) L--2-0-0 - 1-10-3 >I< 6-1-1 =� 7-11-4 Over 3 Supports R=306 U=33 W=5.5" R=101 Design Cri t: I RC2012/TPI -2007(STD) CEO PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ;4, 04444f. t `rs. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components o£Oregon (503)357-2118 w** FURNISH I HIS AND AWFOLTONLL NOTES ONTHISLDRAIN DINGGI IIIMIla TC LL 25.0 PSF REF R7175- 39417 _ 825 N 4th Ave,Cornelius OR 97113 w•I IPORfANr•• PTmxn sx Tlll s DRAWING To ALL CONTRACTORS INCLUDING Nc THE I NsrALLERs- Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow DL 1 0.0 PSF DATE 05/25/17 the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WFCA) for safety practl ccs prior �� n to perform)ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF ri gl d cell I ng. Locati ons shown for permanent I ares) restraint of webs shat I have bract ng instal 1 ed per BCS DRW CAUSR7175 17145245 ,4 �� sect)ons 83, B7 or B10, as app)i cabs e. Apply plates to each face of truss and posi ti on as shown above and on 05/25/2017 II I the Jaint UetalIs, unless noted otherwise. Refer to drawings 160A_Z for standard plate positien0 BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of 1111d Building Components Group Inc. shall not be responble for any devlctrlon from this OREGON drawl ng, any fall ore to build the truss In conformance with ANSI/TPI 1, or for handling, shy Dpi ng, AN ITWCOM- installation a bracing of tra==cts t'ZI a, C TOT. LD. 42.0 PSF SEAN- 110281 A seal on tills drawl ng or cover page I I stl ng tills drawl ng, I nen CaG CY crates acceptance of professional enpl neer)nag 14,26 e respond bi I 1 ty sol el y Bol the design dlolwl. The aul tebl lily and use of this drawing for any structure I s the �OIl�Q DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle • respond bill ty of the Building Designer per ANSIITPl 1 Sec.). V P Sacramento,CA 95828 For more information see this Job•s general notes page and these web sites: SPACING 24.0" JREF- 1W137175Z10 ALPINE: wwwal pi tel tw.corn. wwwtpl nst.org; WFCA: wwwsbci ndustry.com; ICC. www.I ccsafe.org Renewal 613W2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - E) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 0.00 to 14 plf at 4.00 DL=4.2 psf. BC- 14.01 I b Conc. Load at 2.00 Wind I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. 4 P-- rj ..R=23 8-8-15 1 0-11-5 N 8-1-2it R=48 2X4(A1) -2-0-0 I 1-10-3 >.1< 2-3-5--->-1 H— 4-0-0 Over 3 Supports R=340 U=26 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) P•stilPROi PLT TYP. Wave FT/RT=20%0%)/4(0) 16.01. Pi `rS� .�, ..a t OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components th ornelius Oregon (503)357-2118 97113 ?I is wwWARNI NG!**READ AND FOLLOW ALL NOTES ON THIS DRAIN LUDINGGI (G' TC LL 25.0 PSF REF R7175- 39418 ••l(PORTANT•• PURl11 SH TNI s DRAM NG To ALL CONTRACTORS I NGLIIDI NG THE I xsTAuels. 83294PE • _ Trusses require extreme care In fabri call ng, handling, shl ppi ng, Installing and bract ng. Refer to and follow the Iatest edition of BCS( (Banding Component safety Information, by TPI and wrCAA) for safety practices prior / : DL 10.0 PSF DATE 05/25/17 n to performing these functions. I nstal I ers shall provide temporary bracing per SCSI. Unless noted otherwl se. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei I I ng. Locati ons shown for permanent lateral estrai nt of webs shal I have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17145246 ' sections B3. B)or B10, as applicable. Apply plates to each face of truss and posi LI on as shown above and on A 11 LO J I the Joint Dotal I s, unl ess noted otherwl se. Refer to drawl ngs 160A-2 for standard pl ate posi ti ons. �5�25�2Q 1 ,4 I Alpine, a division of Itw Building Components Group Inc. shall not be responsible for any devlatlon from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance WI th ANSI/TPI t, or for handling, shl ppi ng, AN TfWC.OMR4NY Installation R bracing or trusses. eA 14• 0 TOT. LD. 42.0 PSF SEAN- 110301 . A seal r pp00sl on I I ty Sool el yy of or cover page I hs�ng neA,m trtabl l l i ty'�oedd use oacceptance f midrawl ng for'anyy"sstrlucture I s'the (/ 4Y 20 8351 Rovana Circle responsl bill ty of the Roll dl ng Designer per ANSI/TPI 1 Sec.2. $nett Tar�` DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more infermatien see this,pbs general antes page and these web sites: SPACI NG 24.0" JREF- 1W137175Z10 ALPINE: www.alplmeltw.cwn'. TPI: wmv.tpinst.org; WTCA: WNW.ibclntlustry.com; 1CC: www.icesafe.org Renewal 6t3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - D1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 1.50. 1. 5X4 III 4 1 1-7-11 i J 4_13-1-0 11.----� 1.5X4 III 2X4(A1) LE-2-0-0—>i 3-9-81"12 " it 3-11-4 Over 2 Supports R=370 U=11 W=5.5" RL=33 R=116 Design Cri t: I RC2012/TPI -2007(STD) •EV PROpk PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f; W_410AVP W OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss N4thAve,s of Oregon (503)357-2118 **WARN!RNI H READ AND FOLLOW ALL NOTES ON THIS DRAM INCLUDING TC LL 25.0 PSF REF R7175- 39419 8ss N 4th Ave, of '•I YPDWTA**• FURNISH SH nD 5 DRAWING TO ALL CONTRACTORS T I NCL1Al NG THE INSTALLERS. Trusses regui re extreme care In fabricating, handl l ng, shl ppi ng, installing and bract ng. Refer to and follow the latest edition of BCCI (BuiIdino Component Safety Information, by TPI and NTCA) for safety practices priorOWF'''..- DL 10.0 PSF DATE 05/25/17 7. to performing these fpncti ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. 011164, top chord shall have properly attached structural sheathing and bottom chord shal l have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17145247 rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per BC n� � secti ons B3, B)or B10, as appl i cabl e. Apply pl ares to each face of truss and post tl on as shown above and un 05/25/2017 I the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi-Ions. BC LL O.0 PSF CA-ENG BFR/RTT I Al pi nen a division of ITW Building Components Group Inc. shall not be respond ble for any deviation from this OREGON drawing, any fall ure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I nstal l at on R bracing of trusses. y H- TOT. LD. 42.0 PSF SEAN- 110299 A ppoonsl on I Irty ml el ng Wfor cover desc19 IIsl siawnl ng. tTl ewsul ng.ttobrewl lI ty ood uwse offtthi drawl ng forr any structturre mewl the (/ VlY 14,20 ' 8351 Rnvane Circle respmnl bill ty of the Bull dl ng Designer per ANSI/TPI 1 5eo.2. **ell Tan , DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this)ob.s general notes page and these web sores: SPACING 24.0" JREF- 1W137175Z10 m. ALPINE: www.al pi mel tw.caTPI: wxw.tpi nst.org; WTCA: www,sbci ndustry.com; I CC: www.i ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - D) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 plf at -2.00 to 71 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 14 plf at 0.00 to 14 pl f at 3.94 DL=4.2 psf. BC- 14.01 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. 4 I @ 13-8-13 R=22 0-11-5II 1.---1 13-1-0 V 2X4(A1) 1<-2-0-0 1-10-3 >Ic 2-1-1-->i 3-11-4 Over 3 Supports R=340 U=26 W=5.5" R=47 Desi gn Cri t: I RC2012/TPI -2007(STD) it soPRo, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. v. v..iitAj��`r'> OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI'w READ AND FOLLOW ALL NOTES ON THIS DRAWING! IA TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •v NpORTANr'• pURNI SH THI s DRAM NG TO ALL CONTRACTORS I NCLWI NG THE I NST"LLE"s- f�, S3E �P REF R7175- 39420 Trusses require extreme care in fabrlcat ing, handl ing, shipping, Installing and bracing. Refer to and follow DL 10.0 PSF DATE 05/25/17 the latest edl ti on of BCS! (Bol ldi ng Component Safety Informatl on, by TPI and NTCA) for safety practices prior /� _ to perform)ng these font)ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise.141164, _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri gid cel I I ng. Locati ons shown for permanent I arena) restrai nt of webs shat I have bract ng i nstal I ed per BC DRW CAUSR7175 17145248 ,4 L��� i se tions B3 B)or B10 as applicable. Apply plates to each face of truss and post tl on as shown above and on I the Joint DetalIs, unless noted otherwise. Refer to drawings 160A_2 for standard plate posltlons. 05/25/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I AI pi ne, a dl vi sl on of I TW Bui I di ng Components Group Inc. shat I not be respond bl a for any devi atl on from thl s OREGON drawl ng, any failure to bol I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation x bracing of trusses. p y tit/ TOT. LD. 42.0 PSF SEON- 110297 . r ppoo10si on um 111ty drawl ng Wfoor cover g show, mng e Glia ttaahi I i ty�nod use of t l a drawl ngrfor'anyy structure Iso the 'Ito,14,2046 8351 ROvanB Circle rresponsl bill ty of the Bul I ding Deal giver per MI51 fTPI 1 Sec. s•eH Tan�` OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informan on see this jobs general notes page and these web sites: - ALPI NE: www.al pi mei tw.corn TPI: www.tpi nst.org; WC, www sbci ndustry.corn, ICC. www.I ccsafe.org SPACING 24.0" J REF- 1 W137175Z 10 Renewal 8/30/2008 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - SGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding load Wind Ioads and reacti ons based on MFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched, except as noted. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 1.5X4 III 4 'illi ■ 1-1-12 i 4_11-1-0 V 2X4(A1) = X4111 L-2-0-0--›.1 --2-3-12 12 1-1 2-5-8 Over Continuous Support 1"-- R=166 R=166 PLF U=82 PLF W=2-5-8 RL=34 PLF Design Cri t: I RC2012/TPI -2007(STD) iXEv PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. P; N �1��`r9 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss825N4thAve,so£Oregon (503)357-2118 "WARNINNI•'HIS AND FOLLOWALLNOTESONTHISORAIINOI TC LL 25.0 PSF REF R7175- 39421 825 N 4th Ave,Cornelius OR 97113 '•I Iportrurt" SUNNI SH TNI s DRAM NG TO ALI.CONTRACTORS I NCI.UDI NG THE I NSULLpRS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and Follow' 0...'"'- �, DL 1 0.0 PSF DATE 05/25/1 7 the latest edl ti on of HCSI (Hui l di ng Component Safety d temporary on, by TPI and'AICA) for safety practices prl or _ n to Performing these ons. Installers shall Provide tempora bo bracing per alI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rd gid cel l i ng. Locati ons shown for permanent lateral resetrai nt of webs steal l have bracing I nstal l ed per BC DRW CAUSR7175 17145249 ,4 rl 1 l]N secil ons B3 or unl as aoted cable. Apply plates to each face of truss and positlte as shown above antl un II L J I he ine, Petalts. unless noted otherwise. Refer to drawings Ibnot for standard plate any de ens 05/25/2017 BC LL 0.0 PSF CA-ENG BFR/RTT ( Al pi ne, a dl vi sI on of I TW Bull di no Components Group Inc. steal not be respond bl a for any devi ail on from thl s OREGON drawing, any fal l ure to bud I the truss In conformance wl th ANSI/11.1 1, or for handl d ng, shipping, AN ITW COMPANY i nstad I as on x bracing of trusses. y ' C TOT. LD. 42.0 PSF SEAN- 110264 Aesepolnslonl 1 Illy sol el no gfoor cover eedes M I IsI own.no tTl e'sdrawl lri l e I trend dine ooffthi acceptance no io':mstructure AI nearing (j-p �lY 14,20 �� 8351 Roxana Circle roepansl bill ty of the Iwlldlrg Desi poet per ANSI/TPI 1 Sec.]. v•e gg Tan• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more infooretion see MIs job's general notes page and these web sites: 1 SPACI NG 24.0" JREF- 1W137175Z10 ALPINE: www.al pi nei tw.core TPI: www.tpl nst.org; 140-CA: www.sbcl ntlus[ry.corn; ICC: www.iccsafe.org (ZBIf9W✓d& 2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - S) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. 1. 5X4 III 4 1— H 1-1-12 n 4_11-1-0 V 1. 5X4 III 2X4(A1) L-2-0-0----›.1 2-3-12—1"12 R=38 U=8 2-5-8 Over 2 Supports I' --I R=336 U=22 W=5.5" RL=24 Design Cri t: I RC2012/TPI -2007(STD) CEO PROFF PLT TYP. Wave FT/RT=2%(0°/6)/4(0) 16.01. V. f�(;��SS OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 "WARNI NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAM NGI UTC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 t•I NPORTANr^ FIRM THE SN TNI S BRAVA NG TO ALL CONTRACTORS I NCLUDI NG E INSTALLERS. 'I- REF R7175- 3 9422 Trusses regui re extreme care In fabri cati ng, handling, shipping, I nstal l I ng and bracing. Refer to and fol lOw 1 /y the Iatest edition of BCS1 (Bei Idi ng Component Safety I nformati on, by Tel and INTCA) for safety practices pri or Y� / DL 1 0.0 PSF DATE 05/25/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,41164, top chord shall have Properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I I ng. Locati o shown for permanent I acarol restrai nt of webs shat I have bra i ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17145250 sections B3, 87 or BIO,ons applicable. laces to each face of truss and si ti en asshown above n MPYPoeadm Al PIN ; I ' the Jnlnt Details, unlesssnnted otherwise. Refer to drawings 16/A-z for stantlara plate psitions 05/25/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I \v' I AI p1 ne, a di vi si on of I W Bel I di g Components Group Inc shat not be resPonsi bl a far any de 1 ati on from chi drawing, any fel lure to bol I the truss In conformance wl th ANSI/WI 1, or for handling, shipping, OREGON AN ITWCOMRANY instal latlon&bracing of trusses. ✓; TOT. LD. 42.0 PSF ,SEON- 110261 respond bI I Ilty so drawl y fng or the ddessi page I Isl sawn,tT a cull drawl b!III ty�and cotes see of this dovetail nprofessional �stoy structure engi I t ng the �(j �tY 14.10 i�I 8351 Rovana Circle responsl bill ty of the Bull di ng Designer per ANSI RPI t�.2. s8e��Tan• OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see chis Job's general notes page and these web sl tes: SPACI NG 24.0" JREF- 1W137175Z10 ALPINE: www.al pi mel tw.corn; TPI: www.tpi nst.org; wTCA: www.sbcl ndustry.corn: ICC'. www.I ccsafe.org Rse,srsl NAN9/1ffi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - L2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. R=149 U=12 e +13-0-13 4 2-3-5 R=105 U=4 11-1-0 2X4(A1) ----- Lf----2-0-0 >I< 1-11-4 >l< 4-0-7 I lac 5-10-3 Over 3 Supports >1 R=358 U=20 W=5.5" RL=43 Design Cri t: I RC2012/TPI -2007(STD) &ixP PRo PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. fi` al _dar'p�`rS OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM RANI SH READ AND FOLLOW ALL NOTES ON TRIS DRAW! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I woRrANT" cunNl s"TMI s DRAIN NG TO ALL coNrwtcT«+s I xcLwl NG nye I xsrALt.Eas. REF R7175- 3942 3 _ Trusses require extreme care in fabrl ca tl ng, handl ing, shipping, Installing and bracing. Refer to and follow the latest edition of RCS, (Building Component Safety Information, by TPI and NBCA) for safety practices priorgiirIAMOIVA DL1 0.0 PSF DATE 05/25/17 t• re Performing these functl ons. Installers shall Provide temporary bract ng per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I I ng. Locatl ons shown for permanent I ateral restral St of webs shall have braci ng I costal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17145251 A r PII N II thl tions 83, al or R10, as applicable Apply plates to each face of truss and position as shown above and on I the Jol n[Detal I s, unl ass noted otherwl se. Refer to drawl cogs 160A-Z for standard pl ate poli ti ons. 05/25/2017 BC LL t pine, a division of ITN Building Components croup Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG BFR/RTT drawl ng, any fall ore to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITwCOMPANY installation a bracing of tresses. 13C TOT. LD. 42.0 PSF SEQN- 110279 A seal on this drool cop or cover page I I stl cog this drawl ng, I ndl cotes acceptance of professional enol flooring 4 t'i,(y 14 2641 responsl bill ty solely for the deal gn show. Tho sol teal l I ty and one of this drawl ng for any structure Is the 8351 RovanaClrclt ronponni bill ty of the Bonding Designer per ANSI/TPI 1 Sec.2. •efl Tar ` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morelof coati on see thi s j ob•s general notes page and these web sites: ALPI NE. www.al pi neitw.gem. TPI: www.tpi cost.oro; wTCA: www.sbci ndustry.corn, ICC: www.I ccsafe.org SPACING 24.0" J REF- 1 W13717521 O Ranommal itiM/9111R THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - L1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. R=87 U=7 +12-4-13 1 4 1- 1-7-5 i/iimm 11-1-0 i R=26 Rw=27 U=10 2X4(A1) L-2-0-0— -1-11-4 >< 2-0-7- ->1 FE 3-10-3 Over 3 Supports R=357 U=22 W=5.5" RL=32 Desi gn Cri t: I RC2012/TPI -2007(STD) EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. rd$�1_larip `r4Sb OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM RNI••READ AND NG TON ALL ONTRA ON THIS IN INCLUDING (>i TC LL 25.0 PSF REF R7175 39424 825 N 4th Ave,Cornelius OR 97113 "I IvoR7LRr•• FURNISH THIS DRAWING 70 ALL CONTRACTORS INCL Al NG THE INSTALLERS. Trusses require extreme care In fabrl cat!ng, handling, shipping, Installing and bracing. Refer to and foil ow the latest edition of BCSI (Building Component Safety Information, by TPI and wTGA) for safety practices prior 14. ....../.. J DL 1 0.0 PSF DATE 05/25/17 to perform!ng these fundi ans. Installers shall provide temporary brat!ng per BCSI. Unless noted therwl se, ,41164 attached chord shall have properly attached structural sheathing and bottom chord shall have a properly attached T. rl gid ceiling. Locatl ons shown for permanent lateral restraint of webs shal I have bract ng Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17145252 1 ecti ons B3, B7 or B10, a applicable. Apply plates to each face of truss and position as shown above and o1 A� PON I ' the Joint Details, unlesssnoted otherwise. Refer to drawings 160A,for standard plate positions 05/25/2017 BC LL 0.0 PSF CA—ENG BFR/PTT \V' I Alpine, a division of ITW Sul Idlrg Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any failure to build the truss In conformance awl th ANSI/TPI 1, or for handling, shl ppl ng, AN ITwCOMPANY InstalIatlnn a bracing of trusses. r TOT. LD. 42.0 PSF SEON- 110277 A sal on thl s drawl ng or novae page I I stl ng thl s drawl ng, I WI cotes acceptance of profesel onel atgl near!ng zt Y 14,Y0� Qyresponsi bl 11 ty sol el y for the deign shown. The sul tem I I ty and use of thl s drawing for any structure Is the ��t t DUR. FAC. 1. 15 FROM BB 8351 RBvana Circlerenpansl bl I 1 ty or the gut 1 dl ag Das!artier per ANSI/TPI 1 see.2. V ���Q Sacramento,CA95828 For more Information see this lob's general notes page and these web sl Cut : �t SPAC I NG 24.0" JREF- 1W137175Z10 ALPINE: wmv.al pi mei taw.tom: TPI: www.tpi nst.org; 110-CA: www.sbcl ndustry.tom; ICC: www.iccsafe.org QYMWmal RiZN1tt1/1 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - L) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 1.50. R=1 Rw=14 U=13 4 , 11 4_8-8-15 0-11-5 —1 8-1-2 V 2X4(A1) = R=14 Rw=17 U=11 L-2-0-0 >1< 1-10-3 2"9 1-11-4 Over 3 Supports r- R=336 U=29 W=5.5" RL=21 Desi gn Cri t: I RC2012/TPI -2007(STD) Ftfc0 RP Op PLT TYP. Wave FT/RT=2%(0%)/4(0) 16,01. fi.`.�3/.sf,711l,`rsr OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss 825N4thAve,sofOregon (503)357-2118 "WARNINNIH READ AND FOLLOW LL NDTESONTHISLUDINGG1 TC LL 25.0 PSF REF R7175- 39425 825 N 4th Ave,Cornelius OR 97113 "I IvaRTANr" FURNISH SH 7X15 DRAWING TO ALL COMPACTORS INCLUDING xe THE INSTALLERS. (/� Trusses regui re extreme care In fabri cat!ng, handl ing, shi ppl ng, Instal l ing and bract ng. Refer to and follow the latest edition of BCSI (Sul Iding Component Safety Information, by TPI and wTCA) for safety practices prior &C- it DL 10.0 PSF DATE 05/25/17 n to performing these functions. Installers shall provide temporary brad ng per BCSI Unless noted other.se, ,4011h, top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached rigid cell l ng. Locations shown for permanent lateral restraint of webs shall have bract ng installed per BC BC DL 7.0 PSF DRW CAUSR7175 17145253 1 L d ' sections B3 or B16 as applicable. Apply plates to each face of truss and position as shown above and on 05/25/2017 ,Z111 J : the Joint 6etai ails, unless noted othe wl se. Refer[o tlrawi nqs 160A-Z for standard plate post[i ons. Al pi ne, a dl vi s!on of I TW Sul 1 di ng Components Group 1 nc. shat! not be responsi bl a for any devi ata on from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to but Id the truss In conformance wl th ANSI/TIN 1, or For handling, shipping, AN ITW COMPANY Innnallati em R bracing of tresses. 13c TOT. LD. 42.0 PSF SEAN- 110275 . A seal an this drawl nag or cover page I I stl 119 111 drawl ng, I ndl cotes acceptance of profess!enol eVmeati ng (e bVLY 14,200_ respond bi I I ty sol el y for the deal gn shown. The cci teal I I ty and use of this drawing for any structure Is the V — 835tRovanaCircle ranponfil bill ty of the Boll ding Deslgoer per ANSI/TPI 1 Sec.2.b4). Tar � DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see thls jos general notes page and these web sites: SPACING 24.0" JREF- 1W137175Z10 ALPI NE: wax.al pi ilei tea.corn; TPI: www.tpl net.org; WTCA: www.sbci ndustry.corn; ICC: Anne.I ccsafe.org Rnnr>MnI aRN911411 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - G1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 41— 0-9-15 �— 4_8-1-2 2X4(A1) • R=-70 Rw=31 U=44 Lc--2-0-0--->-I 1-6-0ro Over 2 Supports R=349 U=35 W=5.5" RL=20 ED PROP Design Cri t: 1 RC2012/TPI -2007(STD) ,�(G� FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Ie i ,GNE 'O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI••READ ARD FOLLOR'ALL NOTES ON THIS DRAM RDI 4 — 825N4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 11/ 83294PE . TC LL 25.0 PSF REF R7175- 39426 Trusses require extreme care in fabrlcetl ng, handl I ng, shipping, Installing and bracing. Refer to and follow sf. /' the latest edition of BCSI (Building Component Safety Information, by TPI and RSCfor safety practices prior - I L 10.0 PSF DATE 05/25/17 to performing these fund)ons. Installers shall provide temporary bracing per SCSISI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached ri gid cei I I ng. Ectad :C DL 7.0 PSF ons shown for permanent lateral restrai nt of webs shat I have bract ng Installed per Besl 05/25/2017 DRW CAUSR71 75 17145254 n ,4 LO`B N II sections 83. B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on Jthe Joint Detan s, unless noted otherwise. Refer to drawings 160A_z for standard plate posltion, OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of 1 TW Bul!di ng Components Group 1 nc. shat I not be responsi bl a for any devi ati on from thi s drawl ng, any failure to builtl the truss In conformance wl th ANSI/TPI 1, em for handling, shl ppl ng, SEAN— 110303 AN ITW COMPANY i o=ral I ail on a bran)ng of trusses. 4 `4Y ur so0 t® TOT. LD. 42.0 PSF A seal on tills drawl ng or cover pale I I atl ng thI s drawl ng, I mol cotes acceptance of professl opal engl nserI ng responsi bi I 1 ty sol el y for the design shown. The sul tate ty and use of this drawing for any structure Is the ei a tf Tao.' OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rosponsl bl I I ty of the Sul I dl rig Designer per ANSI/TPI 1 See.2. Sacramento,CF195828 For more information see this job's general notes page and these web sites: Renewal imam SPACING 24.0" JREF- 1W137175Z10 ALPINE: www.al pi mei tw.com; TPI: www.Spi ns t.org; NTCA: www.sbci ntlustry.com; ICC. www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - R1) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Special loads (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at -2.83 to 1 pIf at 2.78 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 TC- From 1 plf at 2.78 to 1 pIf at 8.49 psf. TC- From 1 plf at 8.49 to 1 plf at 11.16 TC- -3.28 I b Conc. Load at 2.78 Wind loads and reactions based on MWFRS. TC- 100.07 Ib Conc. Load at 2.83 TC- 90.02 I b Conc. Load at 5.44 Deflection meets L/180 live and L/120 total load. Creep increase factor TC- 105.04 Ib Conc. Load at 5.66 for dead I oad i s 1.50. TC- 156.79 I b Conc. Load at 8.27 TC- 172.82 I b Conc. Load at 8.49 Shim all supports to solid bearing. 3)(35.,..- R=357 U=39 2.83 ' 4-23-5-14 0-7-3 ). ... T • • T2 �_ 2X4(0) % 3X3: 3-0-10 • 1.5X4(R) 111 3X3:---------- 20-8-12 , 3X3; 3X5 0-9-0 --2-9-15 -r 1 11-1-15 Over 2 Supports R=276 U=26 W=7.778" ato PROFS Design Cri t: I RC2012/TPI -2007(STD) ,��t'. SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .e I .GANF� '0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1118 "WARM NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAM NG' v - 825N4th Ave,Cornelius OR97113 ••IlroRTANT.• FURNISHTHISBMMINGTOALL CONTRACTORS INCLUDINGTIEINSTALLFRS. /4, 83294PE '1 7 TC LL 25.0 PSF REF R7175- 39427 Trusses requl re extreme care In fabrl call ng, handling, shl ppl ng, Install I ng and bract no. Refer to and Follow Ce the latest edition of SCSI (Buil ding Component Safety Information, by TPI and RICA) for safety practices pri or 1 L 10.0 PSF DATE 05/25/17 t. to performing these functions. Installers shall provide temporary brat;ng per BCSI. Unless noted otherwise, _ fop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rl gl d cel I I ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng i nstal I ed per Besl 05/25/2017 DRW CAUSR7175 17145255 ,4 )� 1 sects ons 83, B)or 810, as aappl i cab)e. Apply plates to each face of truss and posits on as shown above and on All MIN ; i the Joel nt Detal ls, unless n ed otherwl Seo Refer to tlrawl ngs 1,60A-Z For standard late ifs ons. I Alpine, a division of ITw Bwld;ng canpnnents troop int. Sha„ not be responsime Fnr any deviation from mia OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fal lure to build the truss In conformance wl th ANSI/TPI 1, or For handling, shipping, AN IrweohnwwY A oRallafion abracing of trusses. 4 `NY 14,2046 �0 TOT. LD. 42.0 PSF SEON- 140335 r seal on this sol elyg or toed sage show.ot1.p this dal awl CahIlg, "Ia dotesuse ofethts dr of grforsayrlsl uct'reeI nt sisell Tan' DUR. FAC. 1. 15 FROM BB respond hl I I ty sol el y fur the deal ge orpeThe sur Leel I I ty and use of this draw ng for any al 0091 ne 1 s the R351 Rovana Circle nasals'bill ty of the Bel I dl ng Desi goer per ANSI/TPI 1 Set.2. Sacramento,CA 95828 For more InFnrma'on see this job's general notes page and Leese web sites: LOAD!NG SEE ABOVE JREF- 1W137175Z10 ALM NE: www.al pi net tw.CO, TPI: www.tpl est.org; NTCA: www.sbci ndustry.tom; ICC: www.I ccsafe.org Renewal 8/30/018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - R3 ) Top chord 2x4 HF #2 Special Ioads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 psf at -2.83 to 1 plf at 5.21 (**) 1 pl ate(s) requi re speci al positioning. Refer to scaled pl ate TC- 9.37 I b Conc. Load at 2.62 plot detai I s for speci al posi ti oni ng requi rements. TC- -3.28 I b Conc. Load at 2.78 120 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum. Deflection meets L/180 live and L/120 total load. Creep increase Shim alI supports to solid bearing. factor for dead I oad i s 1.50. 1.5X4(R) 111 1 2.83 r �� R=3 U=5 0-7-3 ' • • 1. 5X4(R) 111 Iwo sollo 0-8-12 1.5X4(R) 111 3X5(**) I2-9-15 I5-2-9 Over 2 Supports -> R=11 U=5 W=7.778" �( CEO PROF Design Cri t: I RC2012/TPI -2007(STD) �, gyp, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. oic4), t.GeiNF . p, OR/-/1/-/-/R/- Scale . 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!••READ AND Fawn ALL Nous ON THIS DRAVA No! v 825 Not Ave,Cornelius OR 97 13 IlwoRrArrt•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Cr 83294PE N1TC LL 25.0 PSF REF R7175 39428 _ Trusses require extreme care In fabricating, handl ing, shl ppi ng, I nstal I ing and bracing. Refer to and follow / the latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prier L 10.0 PSF DATE 05/24/17 to performing these Functions. Installers shall Provi de temporary bracing per BC51. Unless noted otherwise,,41164 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl gid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI ' C DL 7.0 PSF rl 1 O`� I I , secti ons 83, 87 or MO, as aopepl I cable. Apply pl ales to each face of truss and posi ti on as shown above and on 05/25/2017 DRW CAUSR7175 17144068 II L J the Joint Dotal ls, less noted therwi se Refer to drawin 160A- p post tl ons. vI gs z for standard foie OREGON BC LL 0.0 PSF CA-ENG CWC/CWC pine, a y Fal Ion of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with SCSI/TPI ,, or For handling, shipping, 4� AN RW COMPANY Imetal atinn R bract ng of trnssea G� 4/CY14,so4 to TOT. LD. 42.0 PSF SEON- 46012 . A seal on thl s drawl ng or cover page I I sti np this drawl rig, I ndl utas acceptance of profess!one) enpi near!ng e pons)bl l I ty sol N y for the design shows. The sol tab)l i ty and use of this drawing Tor any structure I s the 8351RovanaCircle eswmlbnityoftheNflIdingDoelgnerperANSI,rPl , .2. $ell Tan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformafl on see MI s j ob.s general notes page and these web sl les: ALMNE: www.al pl mel tw.can: TPI: www.tpl net.erg; AICA: www.sbci ntlustry.com; ICC, www.I((safe.erg Renewal 8/8012018 SPACI NG 0.0" J RE F- 1 W137175 Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - R6) Top chord 2x4 DF-L #2 :T2 2x4 DF-L 2400f-2.OE: 120 mph wind, 20.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Wind loads and reacti ons based on MWFRS. DL=4.2 psf. Hi pj ack supports 7-10-12 setback j acks. Jacks up to 7' have no webs. Deflection meets L/180 Iive and L/120 total load. Creep increase Longer j acks supported to BC. factor for dead I oad i s 1.50. Shim all supports to solid bearing. R=783 U=33 2.83 0.1' 1-4-9 0_7_3 ' i 3X5 • • • 3X3= 2-11-5 T2 2X4(R) 111 3X3. „ 18-8-12 -_,_-_--.-_-_-- 1. 5X4(R) 111 3X12-s--- 3X35---- 1-2-9...1 X123X31-2-9J I 1-2-9-15 1 I _ 11-1-15 Over 2 Supports >1 R=663 U=43 W=7.778" �Ep PROp Design Cri t: I RC2012/TPI -2007(STD) 4' s+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 1,;r•Li.OwN .0 v. OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components ofOregon (503)357-2118 **WARN!NGIw`READ RAD NG TO ALL ROTES ON THIS 0RAl1IRG1 TC LL 25.0 PSF REF R7175- 39429 825 N 4th Ave,Cornelius OR 97113 ••I!PORTANT" PIIRNI SH rxI s DRAM NG To All CONTRACTORS I xculol NG THE I NSTALLENs. VI Trusses requl re extreme care In fabri cat!ng, handl l ng, shi ppl ng, installing and bract ng. Refer to and follow the latest edition of BCSI (Bolding Component safety Information, by TPI and WTCA) for safety practices prior / DL 10.0 PSF DATE 05/25/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, — , top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri g!d I I no. Locate ons shown for permanent I afore! rostral nt of webs shat I have bract ng I nsta!I ed per.SI :C DL 7.0 PSF DRW CAUSR7175 17145256 ,4 ` t section 83, 83 or 810, as app!icab!e. Apply plates to each face of truss and post tl on as shown above and on 05/25/2017 II �OJ I the Joint Petal ls, unless noted otherwise. Refer to drawings 160,3 for standard plate positions. AI pine, a division of ITW BulIdirg Components Group Inc. shalI not be responsible for any devIatlon from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel lure to but I the truss In conformance with ANSI/TPI 1, or for handl log, shipping, AN ITW COMPANY Instal!ate on a bracing of trusses. A eNl on this tit q er b.r pogo Ilett g thio droolog, Iedleetes ecceptarca or prorsssloml .e,ln«f18� <i wLY 14,260' co TOT. LD. 42.0 PSF SEON- 110305 responslbillty solely rer the weigh or per Toa TPI 1 1 lty and Bae gr tole dratAng for emr strxotgre Is the Sge",.an' DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle reapons'bill ty or the Bull dl ng Best filer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more I nformati on see the s J ob•s general notes page and these web s!fes: ALPI NE: www.al pi net to.core TPI: www tpl nit.oro: WTCA: wwwsbci ndustry.con: 1 CC. www.1 cos...org Renewal 6/80/2018 LOAD I NG SEE ABOVE J REF- 1 W137175Z 10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - R5) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wi nd I oads and reacti ons based on MWFRS. DL=4.2 psf. Hipjack supports 3-11-8 setback jacks with no webs. Deflection meets L/180 live and L/120 total load. Creep increase factor for dead load is 1.50. Shi m all supports to solid bearing. R=112 t'� *9-5-3 0-7-3 1 2.83 1---- 8 1-7-9 j 1.5X4(R) % 1. 5X4(R) 11\ 8-1-2 2X4(R) \\\ 3X122 —1-2-9-1 F2-9-15 I< 5-7-2 Over 2 Supports R=372 U=11 W=7.778" EO PROFF Design Cri t: I RC2012/TPI -2007(STD) �,CS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'A:�. i.GiNe. `r'0 OR/-/1/ /-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI ww READ AND FOLLOW ALL NDrES ON THIS DRAIN NGI f' 6(/ 9 REF R7175 39430 825 N 4t Ave,Cornelius OR 97113 '•((PORTANT•• FURNISH Txls DRAWING To ALL carlRACTURS INCLUDING THE INSTALLERS. /(�(/ 83294PE TC LL 25.0 PSF Trusses regul re extreme care In fabrl call ng, handl I ng, shi ppl ng, installing and bracing. Refer to and follow IC / the Iatest edition of BCSI (BeiIding Component safety Information, by Tel and WTCA) for safety practlees prier DL 10.0 PSF DATE 05/25/17 n to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Ectad ons shown for permanent I ateral estrai nt of webs shat I have bract ng i nstal I ed per BCSI at :C DL 7.0 PSF DRW CAUSR7175 17145257 �O`O i sections B3, B7 or B10, as applicable. Apply pl ares to each face of trussandposition as shown above and on 05/25/201./ Ail J I the Joinf Dedtal l 1, enlesT anted no, Refer fo drawing:16DA_z far s andard plate ny de ons. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I ' Al pl ne, a division of ITw Buildi rg Components Group Inc. shall not be responsible for any tlevi ants; on from this drawing, any fol lure to bun I the truss In conformance vel th ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY instal afl on a brad ng of trusses. `Ztr G f/�� TOT. LD. 42.0 PSF SEQN- 110309 A seal on MIs drawl n g or cover papa I I stn ng thl a drawl ng, 1 ndl utas acceptance of profess)ons1 anal newel ng 14t \� responslblllty solely for the design shown. The sultablIIty and use of this drawing for any structure Is the 8$e�'Tan*. DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill fly of the Bud I ding gest finor per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more i nformati on see thi s Job.s general notes page and these web sl res: ALPINE: waw.al pl nei tw.cont TPI: Ann,tpinst.org; wTCA: www.sbci ndustry corn ICC: Ann,I ccsafe.org Renewal 8/30/2018 LOAD(NG SEE ABOVE J RE F- 1 W1 37 1 75Z 1 0 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0517194--PARR LUMBER-HILLSBORO -Windwood lot 9 OlsenWood -- 12882 sw Parkdale - R7) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS. DL=4.2 psf. Hi pj ack supports 3-10-12 setback j acks wi th no webs. Deflection meets L/180 live and L/120 total load. Creep i ncrease factor for dead I oad i s 1.50. Shim all supports to solid bearing. R=104 ••� .4_14-4-13 0-7-3 2.83 r-- • • �— 1-7-5 • 10111111 ill 1.5X4(R) U\ li 2X4(R) UI 1. 5X4(R) 111 +13-1-0 3X12 Ia 1-2-9-1 2-9-15 5-6-1 Over 2 Supports—>. R=370 U=11 W=7.778" Design Cri t: I RC2 012/TPI -2007(STD) 41k- P ROF—au, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '`r, j 3UV ". Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI I w. IAD AND FOLLOW ALL RATES ON THIS DRAM NGI �` TC LL 25.0 PSF REF R7175 39431 c 825 N 4th Ave,Cornelius OR 97113 •' pa I Iarurt" FURNISH THIS DRAPING To ALL CONTRACTORS I NCLUDI NO THE INSTALLERS. Trusses regul re extreme are In fabrl call ng, handling, shi ppl ng, install ing and bracing. Refer to and follow / the latest edition of BIM (Building Component Safety Information, by TPI and eTGA) for safety practices prior DL 1 fct 0.0 PSF DATE 05/25/17 n to pertorei ng these inch;ons. I nstal I ars shall prowl de temporary brano per SCSI. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cei 1 Ing. Locatl ons shown for permanent I ateral restraint of webs when I have brae)ng i metal I ed per SCSI :C DL 7.0 PSF DRW CAUSR7175 17145258 AlAll ILIO`� I I se ti ons 83, B7 or 810, as appl I cabl e. Apply pl ares to each face of truss and post tion as shown above and on 05/25/2017 lJ the lolnt Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. II BC LL pine, a division of ITw BuiIding Components Group Inc. =hall not be responsible for any deviation from this OREGON 0.0 PSF CA—ENG BFR/RTT drawing, any fol lure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN irweohnanrvr installation n bracing or trusses. ` wry d+ 0= TOT. LD. 42.0 PSF SEQN- 110307 Aaseal on thl s drawl ng or cover page I I stn rig till s drawl nog I non cotes acceptance of professional antl naerl ng 14t 2� i ponsl bill ty sol el y for the design shown. The sun tab!1 I ty and use of this drawing for any structure I s the �8 8351 Rovana Circle responsl bl II ty of the Bul Idirg Designer per ANSI/IP! 1 Sec.2. len Tao - DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformat1 on see this)ob•s general notes page and these web si tee: ALAI NE: www.al pI mel tw.caw TPI: www.tui net org; aTGA: waw,sbci ndustry.con; ICG: www.i ccsafe.org Renewal 813012018 LOAD I NG SEE ABOVE J REF— 1W13 7 1 75Z10 Gable Stud Reinforcement Detail ASCE 7-10i 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑r: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or; 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace M (2) 2x4 'L' Brace mm (1) 2x6 'L' Brace A (2) 2x6 'L' Brace mm Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8" 10' 1' 11' 6" 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir - S P r #1 / #2 Standard #2 Stud #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard CD O I �� Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' S° 11' 10' 14' 0' 14' 0' 13' 10' 14' 0' 14' 0' 14' 0' r� Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinex.x QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' (U D L L Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1" 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B. U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ S.DF #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 GJ O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). DLL Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0" IIIIxFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d - 5 PC� #3 - 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: L9 U H PStud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. - Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plc over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' d a Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D P L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8" 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm IT Attach 'L' braces with 10d (0.128'x3.0' min) nails. , ' About i able Truss 11 11 O OE For CU 'L' brace: space nails at 2" o.c, in 18' end zones and 4' o.c. between zones. Diagonal brace option, �•� AE War (2) 'L' braces space Halls at 3' a.c. in 18' end zones and 6' o.c. between zones. vertical length may be T 0 doubled when diagonal 18" )y 'L' bracing must be a minimum of 807. of web brace Is used. Connect �r 41, member length, diagonal brace for 335# ^L^ t at each end. Max web Brace I Iiiiii;C* Gable Vertical Plate Sizes total length is 14', )E 3E , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal — Greater than 4' 0', but 2X4 VVertical length shown brace; single less than 11' ' table above or double cut 18' 0 Cil Greater than 11' 6' 3X ' 45' Cns shown) at L_ 1 i © + Refer to common truss design for upper end. .r U Q ` peak, splice, and heel plates. ontlnuous Searing �-•�.� Refer to the Building Designer for conditions Connect diagonal at -p not addressed by this detail. midpoint of vertical web. Refer to chart above floc ow . • r • c.IYM•th. SOWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING �� _Iv1NC t. ick REF ASCE7-10-GAB120I5 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and ....41 Z E .� DATE 10X0IX14 followathe latestr editionerfmif BCSI Caul fu Component SafetylersInformation, b TPI and rBcA)for safety �,-. practices prior to performing these functions. Installers shall provide temporary bracing per HCSI• Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /a [1---11 I—, lug\__„i=I" (l i shall have bracing installed per BCSI sections B3,B7 or H10,as applicable. Apply plates to each face Lof truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 05/25/2017 AN ITW COMPANY Alpine' o division of ITW Hullding Components Group Inc. shall not be r sponsible for any deviation from ,C/yLf�y90N • • this drawing,any failure to build the truss in conformance with ANSI/TPI 1,ar for handling, shipping, J�L�� installation&bracing of trusses. '� 0 MAX. TOT. ED. 60 PSF A seal on this drawing o cover page listing this drawing,indicates acceptance of professional G �LY14,20� d engineering responsibility solely for the design shown. The suitability and use of this drawinge��Ta ' 13389 Lakefront Drive for any structure is the responsibility of the Hullding Designer per ANSI/TPI I Sec.2. �w n Earth City,MO 63045 For more information see e this job's general notes page and these web sites: ALPINE: wwwolpineitw.comi TPI: www.tpinst,orgl SBCA: www.sbclndustry.org:ICC: www.iccsafe.org awel AMAY*wIffi MAX, SPACING 24.0x DaoLe Deta1L For Let—in Verticals Gable Truss Plate Sizes Abau t`(*t~ O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Kili +QRefer -to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. iN Gablveticl O Exnm te; 2X4 p 1 © © Length P e {yp 2X4 Ili 2X8 "T' Reinforcement Attachment Detail .Hiri "T' Reinforcing 'T' Reinforcing Member Member iiii,..... © 4 © O Toe-nail , - Or - X End-nail ii,„„iii2,,,..,.....,...,...,,,. .......,..„Ai : \ © O To convert from 'L' to 'T' reinforcing members, multiply 'T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T" reinforcing member with End Driven Nails: Maximum allowable "T" reinforced gable vertical 10d Common (0.148'x 3.",min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. "T" reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rigid Sheathing Toenailed Nails: 't 10d Common (0.148'x3',min) Toenails at 4' a.c. plus Web Length Increase w/ "T" Brace 4 Nails � (4) toenails in the top and bottom chords. j "T' Reinf. 'T' °T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-OS Gable Detail Drawings Exam le. 2x6 20 P A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c, SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T° Brace Increase (From Above) = 30% = 1,30 A1203 Aopria e Alpi14, gable detail014, A maximum NC101014, A1603OENC101014, (1) 2x4 "L' Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nails Ceiling y��00 PROFF, ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI , REF LET-IN VERT ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and "All;MIH- follow the latest edition of DCSI <Building Component Safety Information, by TPI and SDCA)for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per DCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom char. DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 05/25/2017 � l=I� g ofaLL have band ioo ased per above and an the Joint Details, unless noted otherwise. L v Refer to drawings 160A-Z for standard plate positions. i5/SFA?ON AN ITW COMPANY Alpine, a division of ITW Dullding Components Group Inc. shall not be responsible far any deviation from G this drawing, ny failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, /_-q ��Y14 •(�$ l0 MAX, TOT. LD. 50 PSL Installation B bracing of trusse V A seal on this drawing orcover page listing this drawing,indicates acceptance f professional 11 T� engineering responsibility solely for the design shown. The suitability and use of this drawing 8e r DUR, EAC. ANY 13389 Lakefront Drive for any structure Is-the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renewal 6/302018 ALPINE wwwalpineltw,coml TPIwww.tpinst.orgi SBCA' wwwsbcindustry.orgl ICC, www.iccsafe.org MAX, SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Goole End Wind Bracing Requirements - Sti-F-reners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0,128" x 3", min ) nails @ 6" o,c. I INNX AL1 Li 2X4 Blocking nailed to 11111111041111111111Nh. 45° sheathing andtruss24Max each truss (Typ) — H Tiki II 111 I II II Emiminwilmommoimmmoisoniummotiirom 2X4 DE-L #2 H/2 or better 111 diagonal brace. Attach each end X for 560#, / ► ■i■m•■ m■ ■ IItIII,i , ontinuous Bearing — 2x6 #2 Stiffback attached to each ��EOPRop . Stud w/ (4) lOd box or gun (0.123" X 3", min,) nails, // � �G�NF6� -le weVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! V 10 r "INPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. vE 9 REr GE WHALER Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and yw,,,/" follow the latest edition of BCSI <Building Component Safety Information, by TPI and SECA) for safety /.. DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chordDRWG GABRST101014 shot have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 05�25�2017 • �i Il-i\ Il[ shall have bracing installed per SCSI sections B3, 97 or 110,as applicable. Apply plates to each face Q L J I\\\V I�i of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON L u V Refer to drawings 1f IT' for standard plate positions. /�5/17 AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from r. this drawing, y £allure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, 4 LY 14,4a 0 installation 1bracing of trusse MAX. TOT. LD. 60 PSS A seal an this drawing or cover page listing this drawing,Indicates acceptance of professional ID a i Ta engineering responsibility solelyfor the design shown. The suitability and use of this drawing ,w 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For more information see e this job's genera! notes page and these web sites. Renewal 8/3012018 MAX, SPACING ALPINE. www.alpineitw.comi (PI, SBCA. www.sbcindustry.org,ICC! www.lccsafe.org CSR Reir ^ orcin ` ember SL, IostitL, Llor T-Reinforcer'lent This detail is to be used when a Continuous Lateral Restraint (LLR) Or T-Reinf, is specified on a truss design but an alternative web L-Rein-Forcemeat: or reinforcement method is desired. L-Reinf. 10 4p 4pApply to either side of web narrow face. ,, Attach with 10d (0.128"x3,0",min) nails , at 6" o,c. Reinforcing member is , Notes memberuleggthof web ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or ,, L-reinforecement or scab reinforcement. . ►, Alternative reinforcement specified in chart below may be conservative. .- For minimum alternative reinforcement, re-run design with appropriate MIM " reinforcement type. /X\ T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab RelnFOrCe lent Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, I. Attach with 10d (0,128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, ()1() Center scab on wide face of web. Apply (1) scab to each I face of web, N.. ��� to PROp,. ZO IkG 14 � O O++WARNING!++READ AND FOLLOW ALL NOTES ON THIS DRAWING! p TC LL PSF REF CLR Subst, ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care in fabricating,handling, shipping, instating and bracing. Refer to and / q follow the latest edition of SCSI (Building Component Safety Informotlan, by TPI and SBCA) for safety / _i r, DL PSF DATE 10/ 1/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom char. BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /6�LJ 1 (� (1 g shall have bracing installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each Face �5�25�2.�17 /� I \\gi of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL PSF ��- Refer to drawings 160A-Z for standard plate positions. 85 95RAgON AN '1W COMPANY Pine, a division of ITW Building Components Group Inc. shalt not be responsible for any deviation from ,w� J�Z��7 this drawing,any failure to build the truss M conformance with ANSI/TPI 1, or for handling, shipping, e. Ili 40� f MT, LD. PSF instalcation & bracing of trusse ♦el A seal on this drawing or cover page listing this drawing,indicates acceptonce of professional engineering responsibility solely for the design shown. The suitability and use of this drawing $ell Tar w CUR. FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Seca Earth City,MO 63045 For more Information see this job's general notes page and these web sites ALPINE. www.alpineltw.coml TPI www.tpinst.orgl SBCA. www.sbclndustry.orgl ICC. www.iccsafe.org Renewal 8/30/2018 SPACING E HID =rave De �ais Hip Frame W4X4, Min. B �, 24:------- 2x4 4" CommonTrussesi1 Steppedip2x4 Purlins I___________________I SystemTusss 2x4 Crds • iiiiiiiiitiiii 1010101 w. 1�'=� #1 Hip �� �, �,, ��Pitched and Sheathed r����������E�iba�M- Chord Area All _ Hi Framex i : : : IlL--, B —, Bottom Chord W3X4, Min. a- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3") W3X4, Min. Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148"x3") ' nails @ 6" o.c, maximum spacing. Hip frame stops at plumb cut of Hip Frame jacks to maintain pitch continuity. Se c t i o n B - B x Hip frame lumber is SPF, So, Pine, HF, . or DFL Standard, Stud grade, or better, y See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required R' Hip frame chords may be trimmed up to 2" to fit, - - - -purlins - properly attached, Setback - Stepped Hip must be intact and System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Struct • _anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To 0 6i . (-Los. ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF H 1 P FRAME ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and /n'' 1 follow act the Latest editioner-fmi BCSI (Building Component Safety all provide, bya TPI ryd SOCA) for safety / DATE 1001/14 practices prior to performing B these functions. Installers Information, provideman temporary bracing per ape Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom char shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG HIPFRAME1014 /'l uI J-N FI F shall have bracing installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each Face 05/25/2017 / \\\V III of truss and position as shown above and on the Joint Details, unless noted otherwise. NI V Refer- to drawings 160A-Z for standard plate positions. Oc N AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shop not be responsible for any deviation from a/�/�pC,(�(�'Sr�' this drawing, y failure to build the truss in conformance with ANSI/TPI 1, or for hnndling, shipping, r Installation a an of trusse 4 SLY 14,24� e A seal on this drawing or cover page listing this drawing,Indicates acceptanceof professional engineering responsibility solely for the design shown. The suitability and use of his drawing aea Tar' 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect, Earth City,MO 63045 For more Information see this job's general notes page and these web sites. ALPINE. www.alpineltw.coml TPIwww.tpinst.orgi SBCA. www.sbcindustry.orgl ICC. www.lccsafe.arg Renewal 6/30/2018