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Plans mcsT - -\.aSvo?ca 19- Pte' • VERIFY EXACT LOCATION OF 4X4 SKYLIGHT —1� o33 1a g —1r �r �r 1 mS R J m rR m u_______„ m' .Fl ❑ �.�\ M I m 4 Y mI)mI-- -X Al RI m 4 Al ! m z iv W m 03 R2 1 I N R2 1 1 N N ' 1 O C7 A �--C .....i I PG i e 1 II FT� i I i _.. I- :Ul NG DD r— P _ �ym DDmC1 mo , i " I pr mO= 17 ❑ �G' Irt __ HAND FRAME HIP OVERLAY SGE m=C N oX EI m ❑ �r Al 7 B2 ��m 1■� -- 1—O 11 C "iiia• N 11 "1 TI < ri 46 .Il -- - s x r zoom �- m CI) co 111®\cn _ m A-11®_ / �'! � _� ► (r)`, ■1S� 0 r 82 • _ .— em _ . 42G -- Bl '\ a SGE 0 m pr mmT m 0 VJ SKYLIGHT HAS NO FLARES LEFT/RIGHT OR TOP/BOTTOM SQUARE CHASE DUE TO THE CALL OUT FOR GIRDERS AT ALL SIDES OF THE SKYLIGHT ! Customer: PARR LUMBER-HILLSBORO 1) m o Desc. : Windwood lot 2 OlsenWoods om m m m ADDRESS: VERIFY u o z Designed by: BILLY BREESE K•�> ;t„ } euiy.F 1-- z W O 0 N •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VR87175Z0403162048 Truss Fabricator: Truss Components of Oregon Job Identification: 0616032--PARR LUMBER-HI LLSBORO -Wi ndwood I ot 2 01 senWoods -- VERIFY VERIFY p PROF Model Code: I RC •tt Truss Criteria: I RC2012/TPI-2007(STD) ti 4 Z0V 44 Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 14859 9 r Truss Design Loads: Roof - 42 PSF @ 1.15 Duration Floor - N/A '. ' '' Wind - 120 MPH (ASCE 7-10-Cl osed) 9' ,Fc T 19$9 4�,� Notes: ANW.GOS 1. Determination as to the suitability of these truss components for the Renews:1213112017 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 • Details: BRCLBSUB-12015EC1-GBLLETIN-GABRST10-HI PFRAME- Submitted by CWC 16:19:26 06-03-2016 Reviewer: CWC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 31388--NG 16155211 06/03/16 39 31426--G1 16155192 06/03/16 2 31389--N 16155224 06/03/16 40 31427--D 16155193 06/03/16 3 31390--JG 16155225 06/03/16 41 31428--D1 16155194 06/03/16 4 31391--J 16155226 06/03/16 42 31429--C 16155195 06/03/16 5 31392--J1 16155227 06/03/16 43 31430--C1 16155196 06/03/16 6 31393--J2 16155212 06/03/16 44 31431--SGE 16155197 06/03/16 7 31394--J3 16155213 06/03/16 45 31432--S 16155198 06/03/16 8 31395--J3G 16155214 06/03/16 46 31433--A 16155199 06/03/16 9 31396--K3G 16155215 06/03/16 47 31434--Al 16155200 06/03/16 10 31397--K3 16155216 06/03/16 48 31435--A2 16155201 06/03/16 11 31398--K2 16155217 06/03/16 49 31436--A3 16155202 06/03/16 12 31399--K1 16155218 06/03/16 50 31437--A4 16155203 06/03/16 13 31400--K 16155219 06/03/16 51 31438--FT1 16155204 06/03/16 14 31401--KG 16155220 06/03/16 52 31439--FT2 16155205 06/03/16 15 31402--IG 16155174 06/03/16 53 31440--R1 16155206 06/03/16 16 31403--I 16155175 06/03/16 54 31441--R2 16155207 06/03/16 17 31404--HG 16155171 06/03/16 55 31442--R5 16155208 06/03/16 18 31405--H 16155172 06/03/16 56 31443--R4 16155209 06/03/16 19 31406--QGE 16155221 06/03/16 57 31444--R3 16155210 06/03/16 20 31407--Q 16155222 06/03/16 21 31408--PG 16155176 06/03/16 22 31409--P 16155177 06/03/16 23 31410--L 16155178 06/03/16 24 31411-41 16155179 06/03/16 25 31412--OG 16155180 06/03/16 26 31413--0 16155181 06/03/16 27 31414--RG 16155173 06/03/16 28 31415--B 16155223 06/03/16 29 31416--B1 16155182 06/03/16 30 31417--B2 16155183 06/03/16 31 31418--B3 16155184 06/03/16 32 31419--E 16155185 06/03/16 33 31420--E1 16155186 06/03/16 34 31421--E2 16155187 06/03/16 35 31422--E3 16155188 06/03/16 36 31423--M 16155189 06/03/16 37 31424--M1 16155190 06/03/16 38 31425--G 16155191 06/03/16 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Wi ndwood lot 2 01 senWoods -- VERI FY VERI FY, OR - NG) Top chord 2x4 DF-L #2 :T2 2x4 HF #1&Bet. : 2 COMPLETE TRUSSES REQUI RED 1 2 Bot chord 2x6 HF SS 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: 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 nai I s perpendi cul ar and paral I el to BC- From 4 p f at -2.00 to 4 p f at 0.00 grai n requi red i n 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, 20.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 357.00 I b Conc. Load at 7.89,24.61 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 106.99 1 b Conc. Load at 2.00,30.50 DL=4.2 psf. BC- 111.39 1 b Conc. Load at 4.00,28.50 BC- 116.58 I b Conc. Load at 6.00,26.50 Wi nd I oads and reacti ons based on MWFRS. BC- 309.20 1 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 ins to brace al I fl at TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 6] W1.5X4 S 2.75 [10] W4X5 2.25 R 1.50 [16] W3X10 3.75 R 1.50 [20] W1.5X4 S 2.75 5X7= 3X5= 1. 5X4 III 5X7= T2 -411111111111111111111111111 4 r 0-5-4 _ 1 0-5-4 3 0 _. - / T .00....il \ T 18-8-12 3X10(A1)= 1.5X4[6] III 4X5[10]= 3X10[16]= 1.5X4[20] III H0508= 3X10(A1) L2' L2' 7-11-4 5-5-15 I< 5-7-11 + 5-5-15 + 7-11-4 I, 7-11-4 ,I, 16-7-8 ,I- 7-11-4 J I 32-6-0 Over 2 Supports >1 R=3362 U=258 W=5.5" R=3362 U=258 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. . ..11/4 V R QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Trus Components of Oregon (503)357-'_118 "WARN!RNI H HSREAAND Foca ALL NOTES ON nils IAIAYIIA! cti�°` ¶ , TC LL 25.0 PSF REF R7175- 31388 825 N 4th Ave,ofCornelius Grego OR 97113 "I Ipogru" FNW I SX TIES DRAM AND NG TO ALL CNOTEACTORS I NCLIAI NG THE I NSTALLEBS. Trusses requl re extreme care In fabricating, handl ing, shl ppi ng, Instal ling and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI mo RICA) for safety practices prier cu 9 9 TC DL 10.0 PSF DATE 06/03/16 to performing these functl ons. I nstal I ers mall provide temporary breci ng per BCSI. unless noted otherwise, 1 4650 ollgill fop chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached y rl al tl rei I i ng. Locations mBC DL 7.0 PSFown for permanent I ateral restrai nt of webs shal I have braci ng I nstal I ed per BCSI , � DRW CAUSR7175 16155211 �U ectioin 83, al or 810, as applicable. Apply plates to each face of truss and position as shown above and o L! PUN ; 1 Lee iolnt Details, unless noted o[hetwlse Refer to drawings ace of tforruss plate pesitiwon, n BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be responsible for any devi ati on from this % drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation R bracing of trusses. 9 " TOT. LD. 42.0 PSF SEAN- 46181 A on i�iye drawloQ SC ctheover page:E1 at!ng°cii:':Idrawl,ii'�i cy;�a t.s oraC°tni drawl ine 00•SNfor I"'sir °cineer!ure Bin. '9 'f C.7.'t ls Q1 $351 Royana Cycle respond bl l l ty of the Bul Iding Designer per ANSI/TPI 1 seo.2. S�ANw.`.0 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see[his job's general notes page and these web sites. SPACI NG 24.0" J RE F- 1 VR87 1 7 5204 ALPINE: www.al pi eel tw.conn; TPI: www.tpi nst.org: RICA: www.sbcl ndustry.con: ICC: www.I@@safe.org Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - N) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 20.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. In Iieu of structural panels use purlins to brace all flat TC c 24" Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 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 S 1.25 5X7= 1.5X4111 5X7= 1.5X4 T2 1.5X4 44 0-5-4 3-9-0 / 0-5-4 __ \\ 18-8-12 m _ - 4X5= 5X5(A1)= 3X5= 3X7[15]= 3X5= 5X5(A1) L@2'-wJ IF2'a.1 Fc 5-2-9 9-1 4 4-8-11 .1,c6-3-12 6-3-12 1 4-8-11 9 11-4 5-2-9 9-11-4 12-7-8 9-11-4 32-6-0 Over 2 Supports R=1533 U=72 W=5.5" R=1533 U=72 W=5.5" RL=50/-50 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p1 �F TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-5118 "WARM NGI ww READ AND Foca ALL NOTES ON THIS DRAWING! .`�, 825 N4th Ave,Cornelius OR 97113 'wIIipoumpt• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � � TC LL 25.0 PSF REF R7175- 31389 Tresses regni re extreme care I n fabrl cati ng, handl i ng, shi apoiti on, Instal I ng and braci ng. Refer to and fol i ow lg. 14659�'9 TC DL 10.0 PSF DATE 06/03/16 the latest edi ties of TBCSIruss Com . Installers shall provide temporary bracing per BCS!. Unless noted otherwise, Clt r- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl tl esi 1 i ng. Locati ons shown for permanent I ateral restraint of webs shat I have braci ng nstal I etl per BC51 1, 1 .� BC DL 7.0 PSF DRW CAUSR7175 16155224 ,4� LF��N ' sec[i ons 63. B7 or B10, as applicable. Apply Plates to each face of trusstantl post ti on as shown above and on y the mint Details, unless noted otherwise. Refer to drawings 1i6oA-z for s Omand plate pnsltinns. BC LL 0.0 PSF CA-ENG CWC/CWC I drawl noel a divisionun; of ITR Bui the t Components Group Inc. sM1all not be responsible for any devl ati on from this • 1 tlrawl ng, any£al I ur1 [o lath I tl the truss i n conformance wl th ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITwCOMPANY installation E bracing of trusses. ,9 'fc 7t 199 Q� TOT. LD. 42.0 PSF SEON- 46183 responsi bill ty Soni el ygfor cover page !how. Ththe`wl o ng,By and uses acceptance rawiprofessional fruccturneer! e„D the /`�/,- -pQ DUR. FAC. 1. 15 FROM BB 8351 Rovana CUcle response bill ty of the Bull dl ng Desi ger per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more I nformati on see this job•s general notes page and these web si tot: ALPI NE: www.al pi nei tw.can: TPI: waw.tpi nst.org. WTCA: www.sbci ndostry.con, ICC: www.i ccsafe.org Renews:12/3112017 SPAC I NG 24.0" J RE F- 1 VR87175Z04 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 fat 7.94 to 71 p fat 20.56 120 mph wi nd, 22.16 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 71 p f at 20.56 to 71 p f at 30.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 p fat -2.00 to 4 p fat 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 fat 8.00 to 14 p fat 28.50 Wind loads and reactions based on MWFRS. BC- From 4 p fat 28.50 to 4 p fat 30.50 PLT- 357.00 I b Conc. Load at ( 7.89,23.76) In Iieu of structural panel s use purlins to brace all flat TC @ 24" PLB- 106.99 I b Conc. Load at ( 2.00,20.77) OC. PLB- 111.39 I b Conc. Load at ( 4.00,20.77) PLB- 116.58 I b Conc. Load at6.00,20.77 Bottom chord checked for 10.00 psf non-concurrent bottom chord live PLB- 309.20 lb Conc. Load at ( 8.00,20.77) I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase This truss is not symmetercial and must be installed as shown. factor for dead load is 1.50. 4X5(R) Ill 3X5= 3X5= 5X7= 4Allihith. 3-1-0 0-5-4 0-5-4 .....AIL .aillbilibb.„ n20-8-1 2 fro 4X5 4X5= 3X5= 1.5X4�� T 3X5(A1)= 3X5= 3X5(A1) 3X5= 1< 2' 8-6-0 >I< 20-0-0 _1< 2' ,J 7-11-4 ....i_ 4-2-10 _I_ 4-2-7 ....i_ 4-2-7 J_ 7-11-4 J 3-11-2 1� 4-9-10 i- 5-6-4 �-- 5-6-4 _I- 4-9-10 I- 3-11-2 'I I,... 7-11-4 ,I, 12-7-8 J, 7-11-4 J Fc 28-6-0 Over 3 Supports >1 R=565 U=57 W=5.5" R=2383 U=164 W=5.5" R=866 U=89 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%D(O%)/4(0) 16.01.00. 8 .,p n.04 err: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (5031357-2118 "WARM NGI`e READ AND FOLLOW ALL NOTES ON THIS DRAWING! � .411-1:::: . �� TC LL 25.0 PSF REF R7175- 31390 825 N 4th Ave,Cornelius OR 97113 '•I RPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabrl eating, handl ing, shipping, Installing and bracing. Refer to and follow r � � the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior 1 465 9 9 TC DL 10.0 PSF DATE 06/03/16 to performing these fUncti ons. I nstal I ers steal I prow;de temporary bracing per SCSI. Unless noted otherwise, LX. ... top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` ri gl d cel I i ng Locati ons shown for permanent I ateral restraint of webs shall have braci ng I metal I ed per BCSI I , BC DL 7.0 PSF DRW CAUSR7175 16155225 �� , sections B3, Bt or B10, as applicable. Apply plates to each face o£truss and poll ti on as shown above and on ` Ail O l 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 pi ne, a di vi si on of I TW Bul I di ng Components Group 1 nc. steal I not be responsi bl a for any devi ati on from thl s e.., �. drawing, any fol lure to build the truss In conformance when ANSI/TPI 1, or for handling, shl ppl ng, • AN ITW COMPANY I natal I at on t brad ng of trusses '�C g9 " TOT. LD. 42.0 PSF SEON 46135 A seal on thin draw ng or cover peps 1 I stl ng this drawl ng, I ndl utas acceptance of profess)oral engl near!ng 9/ L 7,19 Q rosponsl bill ty sal el y for the deal Wn shown. The wstructure I e the Op/ na for any structure nobility and use of thl s drawing W.CU OUR. FAC. 1. 15 FROM BB 8351 Royaea Circle bill ty of the Bul Iding Desi prier per ANSI/WI 1 Sec.2. Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pini tw.con: TPI: www.tpi est.erg: WTCA: www.sbcindustry.can; ICC: wwwi ccsafe.org Renews:12(31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal 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 Ioad 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 ll & Pf=21.17 psf. No SIZE SHIFT BITE [15] W3X7 1.25 R 1.25 This truss is not symmetercial and must be installed as shown. 4X5(R) Ill 5X5= 1. 5X4111 1. 5X4'<--- l A 1. 5X42 4 , 4 3-9-0 0-5-4 0-5-4 s Iv 111 �0-8-12 M 3X5= _ `T 3X5= 3X5(A1)= 3X5 3X7[15]= 3X5(A1) 2' >1< 8-6-0 >I< 20-0-0 >►-z 2' DJ 5-2-9 4-8-11 4-3-12 4-3-12 4-8-11 5-2-9 8-8-12 5-6-4 5-6-4 8-8-12 I, 9-11-4 ,I, 8-7-8 —I- 9-11-4 J 1< 28-6-0 Over 3 Supports >I R=390 U=21 W=5.5" R=940 U=69 W=5.5" RL=49/-49 R=1550 U=123 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. .`�n 7,•,.. *TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon 503 357-2118 ..WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! �V ‘14 TC LL 25.0 PSF REF R7175 31391 (( ) ••IIpORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 0 F e Trusses regulre extreme care in Fabricating, handling, shippl ng, ins tai land and bracing. Refer to and follow the latest eainpn of Bcsl (Bw!di ng component safety InPormataon, by TPI and Wr'Co)for safety practices prior �... 14659 'Y ' TC DL 10.0 PSF DATE 06/03/16 t• to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted tnerwl se, r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I i ng. locations shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per BCSI •„4101111M, BC DL 7.0 PSF DRW CAUSR7175 16155226 ,4 PIN sections B3, BT or B10, as app/i cabs e. Apply plates to each face of truss and position as shown above and on ( the Joint Detan s, unless noted otherwise. Refer to drawings 160A-Z for standard s. andard plate PositronBC LL 0.0 PSF CA-ENG CWC/CWC ( AI pine, a di vi sl on of I TW But I di ng Components Group Inc. shat I not be responsi bl a for any devi at On from thi s li:, -.,e' drawl ng, any fat I rare to bui I d the truss I n conformance with ANSI/TPI 1, or for handl Ing, shi ppi ng, v AN ITW COMPANY Inst ala ati on a bracing of trusses. 4.c. 9sg Q`om' TOT. LD. 42.0 PSF SEAN- 46137 A seal on thl s drawl ng Sr cover page I I stl ng the s drawl I ndl rates aeeaptarws of professi anal sngi neer/ng �� 7. V respons!b!I!ty solely for the deal gn 380..1. The aaitabidty and use f thla drawl ng for any structure Is the f>'ry�NMVw G�PQ DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response b1!I ty of the But I WI ng Des!grey per ANSI rtpl 1 see.2. Sacramento,CA 95828 For more Information see this 3ob.s general notes page and these web 51 tes: SPACi NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pl nel tw.com. TPI: www.tpi net org: WTCA: www.sbcl ndustry.comm ICC: wwwl ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all flat TC w 24" Wi nd I oads 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 I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. This truss is not symmetercial and must be installed as shown. • • 4X5(R) III 5X5--- 1. X5=1. 5X4 :I T 1. 574 r ,N/ � 4 4-5-0 0-511-4 � 0-5-4 _ (..ii) 20-8-12 1 3X5 . 3X5(A1)= 3X5= 3X5 3X5= 3X5(A1) I- 2' >iC 8-6-0 a lC 20-0-0 Y E2' 5-11-10 5-11-103"3 � - I . 4-7-8_ li 5-8-7 I 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 ,I, 11-11-4 J 28 6-0 Over 3 Supports R=377 U=25 W=5.5" R=959 U=73 W=5.5" RL=56/-56 R=1561 U=122 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 4.•+,.1)18RO4. : 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss Components of Oregon (503)357-4118 wwWARNINGIww READ AND FOLLO/ALL NOTES ONTHIS DRAM NG! <.3‘,0111..- REF R7175— 31392 825 N 4th Ave,Cornelius O 97113 ' "I MPORTANP. FURNISH THIS°RANI NG TO ALL CONTRACTORS I ROL!IN NG THE INSTALLERS. 4�� TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow TC DL 1 0.0 PSF DATE 06/03/16 the latest edition of BCSI (Elul Iding Component Safety Information, by TPI and'MCA) for safety practices prior CC14659 i. to performing these functions. Installers shall provide temporary bracing per aCSI. Unless noted otherwise. r top chord shat I have properly attached structural sheaths ng and bottom chord shat I have a properly attached I I _./ BC DL 7.0 PSF DRW CAUSR7175 16155227 rigid cel l I ng. Locations shown for permanent I ateralrestraint of webs shall have bract ng Installed per BCSI L�� sections B3, 117 or B10, as applicable. Apply plates to each face of truss and position as shown above and on :All ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC ng Components Group Inc. Shall not be responsible for any devl ati on from this '• AI pi ne, a di vi si on of I bu Bul I tli Con • Ne drawlng,, any failure to builtl the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Install atl on A bracing of trusses. y *6}QFC.7.190 Q.44 TOT. LD. 42.0 PSF SEQN- 46139 respmsl on I I Ty drawl y9or cover for the dessi page shown.I sting tThe•sul tab'Ipl I ty'and use ai cartes*canton. f thi s'drawl ng any struccturrei I nearing / 8351 RovanaCGcle responsl bl I I ty of the Building Ileslger per ANSI/TPI t See.Y. 'ANw.GSA DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web si tes, Renews:12/31/2017 SPACING 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi mei tw.can; TPI: www.tpi nst.erg; NTCA: www.sbci ndustry.corn; ICC: www.i ccsafe.oro THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, RI SK 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 rei nforcement. Same si ze & 80% length of web Wind loads and reacti ons based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. design. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total I oad. Creep increase Truss desi gned for unbal anced 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. 6X6--- 4X5 X6=4X5(R) III 4 r- 1.5X4 o� 4 1.5X441. Airdilf ellw elle �� , 4 5-1-0 �4, (a) AP 0-5-4 `�� 0-5-4 _i_. Ae / ± YY T 20- -12 T 71 3X5= 3X5= 3X5(A1)= 3X5= 3X5(A1) 3X5= 8-6-0 ›.-1F 20-0-0 2' 31 7"8 6-118-8 12 i_ 6-11-10 5-2-8 ,I`J_ 5-106011-10 —I— 8-86121-10 13-11-4 0-7-8 ,L I, 13-11-4 J 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) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .4. 0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 wwWARNINGIw•READ AND FOLLON ALL NOTES ON THIS DRAWING! �,� FF TC LL 25.0 PSF REF R7175- 31393 825 N 4th Ave,Cornelius O 97113 ••I IPORTANt•• FURNISH THIS DRAM NG TO ALL CONTRACTORS I NClwl NG THE I NSTALLERS. Trusses retie!re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of°CSI (Building Component Safety Informed On, by TPI and'MCA) for safety practices prl or 4� TC DL 1 0.0 PSF DATE 06/03/16 n to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, ay a 14659 top chord shall have properly attached structural sheaths ng and bottom chord shall have a properly attached r ,4164, rigid ceiling. Locations shown for permanent lateral rests'nt of webs shall have bracing installed per°CSI BC DL 7.0 PSF DMCAUSR7175 16155212 �� 1 sections B3, B7 or B10, as apps icabl e. Apply pi ares to each face of truss and position as shown above and on ,4 PIN I the Joint Bns, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.ere BC LL 0.0 PSF CA-ENG CWC/CWC AI pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be respond bl a for any devi atl on from thi s drawl ng, any fel lure to bus I the truss 1n conformance wl th ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY i natal I atI on A braes ng of trusses. .F %g ,'r TOT. LD. 42.0 PSF SEAN- 46144 . A seal on MIs drawl ng or cover page I I stl ng thl s drawl ng, I ndl mates acceptance of profess'anal mg!neeri ng 9 C 7t 19 4/ responslbl l l ty solely for the design shorn. The sul tabu Ity and use of thl s drawing for any structure Is the / Q FROM BB $J51 Aoyama Circle respond bl I 1 ty of the Dui I di ng Das!goer per ANSI/TPI 1 sec.2. ��/••W•CNpQQ OUR. FAC. 1. 15 Sacramento,CA 95828 For more informer'on see this Job's general notes page and these web sites, e'1// `!P SPACI NG 24.0" JREF- 1VR87175ZO4 ALPINE: www.al pi mel tw.con: TPI: www.tpi net.org; wTCA: www.sbci ndustry.tom: ICC: www.i ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - J3) 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 in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W6 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT 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 5X10= T I- 3X5a 1. 5X4---"--- 01111011 4 4X5 7-2-4 0-5-4 _L -411111111111111111111111111\-- NE • +20-8-12 I• - T 3X7(B1)= 2-0-0 2-5- r +18-8-12 1.5X4 III I 3X5[20] III 3X10=- 4X5[16] 6X10= 1.2-0-0 .1 Fc 4 4-5-15 8-6-0 -1-13 1 5-9-0 I 7-1-8 7-1-8 14-3-0 14-3-0 8-6-0 —1— 20-0-0 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) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:9 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIwwREAD AND FOLLOW ALL NOTES ONTHIS DRAWING! tegg .%F REF R7175- 31394 825 N 4th Ave,Cornelius O 97113 "I NPORTANf'• FURNISH THIS DRAWING To ALL CONTRACTORS'HCLUDI NG THE INSTALLERS. �` TC LL 25.0 PSF Trusses requl re extreme care In fabrl call ng, handl l ng, shl ppi ng, Install log and bracing. Refer to and follow , the latest edition of BCSI (Building Component Safety Information, by TPI and WOCv) for safety practices prior G' _4.:41V TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 14659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �. (— rig1d cel ling. Locations shown for permanent lateral restraint of webs shat I have bract ng Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16155213 A 11 L��O semi ons 83, B7 or Bin, as appl I cabl e. Apply plates to each face of truss tand post ti on as shown above and on I ' the,Dint Betail:, unless noted otherwise. Refer to drawl nos 160A-Z Por s andard plate posltlons. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITW Bulldlrg Components Group Inc. shall not be responsible for any devl ati on from this drawing, anyfel l ure to build the truss in conformance with ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITW COMPANY I o=ral I atl on 8,bracing of trusses. 9 TOT. LD. 42.0 PSF SEON- 46146 A ss°°porllsl on i l By'drawl ng or the`ov°cover ggee I I sting16 tTho drawl i I i rI ncil este,ogof this acceptance 'am trongl neure i sl'ihe 9� �fL:7 19$ Q�ii 8351 Rovana Circle respond bill ty of the 6,n ding Desl ghat per ANSI/TPI 1 Sao.2. �rZAM w.GffiAQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informatl on a this job's general notes page and these web sl rase SPACING 24.0" JREF- 1VR87175Z04 ALPINE: www.al pl mei tw.come TPI: www.tpl nst.oro; WTCW www.sbci ndustry.come ICC: wee.i ccsafe.org Rpnaw¢•12I41/7077 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - J3G) Top chord 2x4 HF #1&Bet. Special loads Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet. : (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2, W4, W7 2x4 HF #2: TC- From 71 plf at 0.00 to 71 plf at 14.25 :W3, W9 2x4 DF-L Std/Stud: :W5 2x6 HF #2: TC- From 71 plf at 14.25 to 71 plf at 30.50 BC- From 14 plf at 0.00 to 14 plf at 8.50 120 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 8.50 to 14 plf at 28.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 plf at 28.50 to 4 plf at 30.50 DL=4.2 psf. BC- 365.82 Ib Conc. Load at 9.23 BC- 492.14 I b Conc. Load at 13.35 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wi nd pressure. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W3X5 S 3.00 [15] W3X10 1.75 R 1.25 [17] W3X10 S 1.25 1. 5X4 III 6X10= a r 1. 5X4 3X5 4 5X5(R)= 0-5-4 W5 (a) W7 7-2-4 4 3X3= W9 ;94111%441 _4_20-8-12 T 3X10(61)= 2-0-0 W3 2-5-4I 18-8-12 1 1 B2 r 6X12= 3X10[17]= 3X5111 3X5[9] III 3X10[15]= I.< LO °�I I_ 4-5-15 _ I . 4-1-13 �I_ 5-7-4 �I� 7-1-8 7-1-8 8-6-0 5-9-0 7-1-8 7-1-8 14-3-07. _ _ 14-3-0 8-6-0 20-0-0 28-6-0 Over 2 Supports R=1725 U=155 W=5.5" R=1709 U=171 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 • QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! +c��'T •04 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 *•IIW'ORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. qREF R7175 31395 Trusses regal re extreme care i n fabrl call ng, handl I ng, shi ppi ng, I metal 1 I ng and bract no. Refer to and fol I ow �� • • the Iatest edition of BCSI (BuiIding Component Safety Information, by TPI and YWCA)for safety practices prier �eI r F� TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, 14659 top chord shall have properly attached structural sheathing and bottom chord shalI have a properly attached r C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral estralnt of webs shall have brad ng installed per BCSI BDRW CAUSR7175 16155214 T. estd ons B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on ,4 !FillI r Y. 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-7 for standard plate pesltlons. BC LL 0.0 PSF CA-ENG CWC/CWC AI pi ne, a division of ITW BulIdi ng Components Croup Inc. shat1 not be responsi bra for any devl atl on from this drawing, any failure to bud I d the truss I n conformance wd th ANSI/TPI 1, or for handling, shI ppi,g, •' AN ITWCOMPnNY instalIatlon a bracing of tresses v TOT. LD. 42.0 PSF SEAN- 46177 A seal on this drawing or cover page I I stn ng this drawing, indicates eco tales or profess!anal engineering ng 9 '400,7�' ( responsl bill ty sol el y for the design show,. The tel tab'II tyend use of this drawing for any structure I s the /S, QQ OUR. FAC. 1. 15 FROM BB 5351 Rovana Circle ravens!bill ty of the EMI dl ng Deal goer per ANSI/TPI ,See.2. SAN w,c�P Sacramento,CA95R2R For more infnr,mation a this,ob.s general notes page and those web si ee, SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE; www.al pi mei tw.cam; TPI: www.tpl net.org; RICA: www.sbci ndus[ry.cam; ICC: www.iccsafe.org Ranaw¢•12/1112017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - K3G) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #1&Bet. : Special loads Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet. : (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 pIf at -2.00 to 71 plf at 14.25 TC- From 71 plf at 14.25 to 71 plf at 30.50 120 mph wind, 23.21 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 pl f at 0.00 to 14 pl f at 28.50 DL=4.2 psf. BC- From 4 plf at 28.50 to 4 pIf at 30.50 PLB- 353.83 I b Conc. Load at ( 9.23,20.77) Wind loads and reactions based on MWFRS. PLB- 513.06 Ib Conc. Load at (13.35,20.77) Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total load. Creep i ncrease I oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [12] W3X5 2.00 L 1.25 [16] W3X5 2.00 R 1.25 5X5= 1.5X4a 3X5% 3X5 1.5X40 T T2 4 4 5-2-4 011 0-5-4 0-5-4 0-8-12 1 HO308= B2 .. T • 3X10(B12R) • 3X5= 3X5[12]= 3X5= 3X10(B12R)a LQ2 3X5[16] L2 4-9-0 4-5-12 >Ic 9 2-12 4-0-1255-04 , 5 0 y 4-4-0 9 X1_0 4-9-0 1 11-o1 4-2-8 T 14-3-0 _i_ 14-3-0 k 28-6-0 Over 2 Supports >1 R=1876 U=187 W=5.5" R=1717 U=171 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. 4 - .'• QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. **WARNING! READ AND FOLLOW ALL NDTES ON THIS DRAWING! .t TC LL 25.0 PSF REF R7175- 31396 s D ORF Truss Components of Oregon ((503)357-2118 � 825 N 4th Ave,Cornelius OIC 97113 "I IpoRrANr" FURNI sH nal s DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. .Arg Trusses require extreme care In fabricating, handling, shipping, instal l l no and bracing. Refer to and follow C�er �Ne the latest em tion of SCSI (Building component safety Information, by TPI and WSCSI for safety practices prior V 1 46 59 •9 TC DL 1 0.0 PSF DATE 06/03/16 .1. to performing these fundi ens. Instal I ors shall provide temporary bracing per SCSI. Unless noted therwl se, et top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` rigid eel I I ng. Locati ens shown for permanent lateral restrai nt of webs shall have bracing I nstal I ed per Bcs1 i..1- ".1W. BC DL 7.0 PSF DRW CAUSR7175 16155215 ,4 L��O sections B3, B7 or B10, as appl i Gobi e. Apply plates to each face of truss and post tl on as shown above and on ithe Joint Details, unless neted otherwlse. Refer to drawings 160A-Z for standard pi ate positions.orforBC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a di vi si on of 1111 Sui I di ng Components Group Inc. on:I not be ri CI a for any devi ati on from this e,. e drawing, any failure to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN Irw COMPANY i nstal I ati on a braci no of trusses �f� 7t 19 9 �.." TOT. LD. 42.0 PSF SEON- 46175 . A seal on this drawl ng or cover page 11 stl ng the s drawl rap I ndl rates acceptance of professional engi neer,ng respond el I 1 ty sol el y for the design shown. The sul tab,I I ty and use of this drawl ng for any structure is the Q 8351 Aovana Circle responsi bra i ty of the Bun dl ng Designer per ANSI!TPI 1 Soc.2. sr/AN W. CHpQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sl res: SPACI NG 24.0" JREF- 1VR87175Z04 ALP!NE: mewal pi net tw.can; T01: www.to]nst.org; WTCA: www.sbci ndustry.con, ICC: wow.1 ccsafe.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, RI SK CAT II, EXP B, wind 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live 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 i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5= !i 1. 5X4407o� NIIIIII‘ 1. 5X4�i 4 — 4 5-2-4 0-5-4 0-5-4 BB T T ==1 �__ 0-8-1 2 4X5(A1)-=-- 3X5= 3X5= 3X5= T 4X5(A1) l‹ 2' '1 2, J 7-4-7 . _ 6-10-9 6-10-9 7-4-7 9-7-15 _i_ 9-2-2 --1-- 9-7-15 I, 14-3-0 -..J— 14-3-0 J l< 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) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. 01 Mop TY:2 OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-'.118 "WARN'NGI caw READ AND FOLLOW ALL NOTES ON TRIS DRAINING! REF R7175- 31397 825 N 4th Ave,Cornelius OR 97113 I WpoauNr^ FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI xc THE INSTALLERS. ee��\S �('. ' . TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V�- the latest edition of BCS' (Building Component Safety Information, by TPI and NTCA) for safety practices prior cc 1 48 59 9 • TC DL 10.0 PSF DATE 06/03/16 t. to performing these functi ons. Installers shall provide temporary bracing per BCS'. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rl gid cel I i ng. Cacao ons shown for permanent I eters! rostra'nt of webs shat I have brace ng I nstal I ed per BCS' II ,.."101)...:,..1% 7.0 PSF DRW CAUSR7175 16155216 II�I 1 sect)ons B3. B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and o Al I OD[I^ I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL ILI, ' \�11 I Al pi new a di vi si on of 1 TNN Bni I di ng Components Group 1 nc. ,hal I not be responsi bl a for any cloy'atI on from thi s .:, -.,. 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shi ppl no, __AN ITW COMPANY innation A bracing of trussesto 'f 6°� TOT. LD. 42.0 PSF $EQN- 46171 A,aal m rhes drawl C, 9 Q nil or cover peps 11st!nil The s drawl i l I MI cats,ecuptance of profess!mei spill neer!ng ��O1 7t response bl I I ty sol el y for the des'lan shown. sue tab!I I ty and use of the s drawing for my structure 1 s the 8351 Royanacvcle resRolnlbl l l ty of the BW(ding Designer per ANSI/TPI 1 Sm.2. Op, 6 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformau on see Lhl s)ob•s general notes page and these web sites: ALPINE: www.al ill nei tw.coon; TPI: woe till net.org; wTCA: www.sbci ndustry.con; ICC: wwx.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VR87175Z04 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd I oads and reacti ons based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total Ioad. Creep i ncrease Ioad applied per IRC-12 section 301.5. factor for dead Ioad i s 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 6X6= 6X6= T2 1. 5X4�� 1. 5X4iir 4 r _, 4 5-1-0 0-5-4 i 0-5-4 a 20-8-12 1 3X5= 3X5= 3X5= 3X7(B10R)ss 3X5------ 3X7(810R) X21 L2' L 6-11-10 $ I' J� 6-11-10 6-11-10 I 6-11-10 8-8-12 i_ 5-2-8 5-10-0 8-8-12 13-11-4 0-7-8 ,I—I— 13-11-4 28-6-0 Over 2 Supports R=1494 U=113 W=5.5" R=1494 U=113 W=5.5" RL=62/-62 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0°/8)/4(0) 16.01.00. 01410fri. TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon 503)357-2118 "WARM NGI*a READ AND FOLLON ALL NOTES ON THIS DRAWING! 825 N 4th Ave,of us OR97113 .•IMPORTANT•• FURNISH THIS ORA&NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IL_ TC LL 25.0 PSF REF R7175- 31398 Trusses require extreme care In fabrl call ng, handling, shl ppi ng, instal I irg and bracing. Refer t and follow //C..' the latest edition of BC51 (Bulld;ng Component Safety Information, by TPI otic W CCA) fornsafety Practices prior ' -, TC DL 1 0.0 PSF DATE 06/03/16 >7 to performing these functions. Installers shall prow;de temporary bracing per°CSI. Unless noted otherw;se, .. JJJJJJ LLLL r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid oei I i ng. Locatl ons shown for permanent I ateral rostra;nt of webs shat I have bract ng I nstal I ed per°CSI , / i _.e BC DL 7.0 PSF DRW CAUSR7175 16155217 L4diII sections B3, B7 or 1310 as applicable. Apply plates to each face of truss and pus;tl on as shown above and o All = 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. n BC LL �1 I I pine. a di vi sl on of ITN Bui I ding Components Group Inc. shat I not be responsi ail a for any devi atl on from thi s s::, -.N. 0.0 PSF CA—ENG CWC/CWC 1 drawl ng, any fa;l ure to build the truss In conformance w;th ANSI/TPI 1, or for handling, shi ppl ng, v AN Irw COMPANY A mmml ton on R brat;ng of caner p '4e 401 Q TOT. LD. 42.0 PSF SEON- 46168 . A see' on this drawl ng or cover paps I I sting this drawl ng, I WI net..acceptance of professi onsl engl neer)ng �� C]'t reaponsl ail 11 ty solely fair the dell gn show. The sul lobi l l ty and use of this drawl ng for any structure Is the — $351 ROvana Circle responsl ai111 ty or the Bull dl ng Designer per ANSI/TPI 1 sec.]. �r/qN w�GSA DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morel •nformatl on see thi s)os general notes page and these web s;les: ALPI NEI www.al pi neltw.contcum; TPI: owe.tpi nst.org; WrCA: www.sbcl ndustry.cum; I CC: www.I ccsafe.org Renews:12/3112017 SPACI NG 24.0" J RE F- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - K1) 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, 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. In lieu of structural panels use purlins to brace all fl at TC w 24" Wind loads and reacti ons based on MFRS wi th additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease 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. 5X5= 5X5= 3X5 Ifr.-- — 3X5 4 4 4-5-0 .7-- 0-5-4 0-5-4 NIN • 20-8-12 L 3X7(B1)= 1.5X4 III 3X5= 3X7= 1. 5X4 III 3X7(B1)_ 3X5---- 2' X5=2' I2' I6-2-9 ale: 5-8-11 + 4-7-8 T 5-8-11 >I'` 6-2-9 -' 11-11-4 ,l_ 4-7-8 J_ 11-11-4 J 28-b 0 Over 2 Supports >1 R=1434 U=110 W=5.5" R=1434 U=110 W=5.5" RL=56/-56 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. .fit .TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-'.118 "WARN/NO••READ AND FOLLOW ALL NOTES ON THIS DRAWING! .t 825N4th Ave,ComehusOR97113 "I!pa+ru+r" FURNISH THIS wuWINGTOALL Cg11TRACTORSINCLWHNGTHE INSTALLERS. `� � TC LL 25.0 PSF REF R7175— 31399 rrIates require extreme care In fabrlcatsng, handl ng, shipping, Installing and bracing. Refer to and fen ow O 14659�1 f TC DL 10.0 PSF DATE 06/03/16 the latest edl then of BCS/ (Buil di ng lIComponent l pros Ieftempohon, by TPI are'SCSI for iril".these per!d attachede. �. .. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,41164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per scsi ,. , / , BC DL 7.0 PSF DRW CAUSR7175 16155218 A 11 Al N secteons 83, e/or 810 as applicable. Apply plates to each face o£truss and post tl oe as shown above and on I he Rent Ddivi s, (m ass noted otherwise. Refer m Inawishs l no-z for spondabd plore nysdevlat. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi se on of I TW I d de ng Components Groep Inc. shat I not be rorfori bl a for any dept ati on frau the s •:� ., drawing, any falhure to build the truss in conformance with ANSI 1, or for handling, shipping, Y SEQN— 46165 AN Irw COMPANY inatallati on a bract ng of tresses. y 9 'it 7t 1g9°� tfo+ TOT. LD. 42.0 PSF A soon on bl l I'ty drawing yQ or the d s page I i st!ng TThethi ssudrawl mel l ty and use of thisdrawing wprofess! ony sttucturre I s'lthe ,V Qj 8351 Rovana Circle response bl l l ty of the Hui I ng Desi grey per ANSI/TPI 1 sec.R. 'AIN CNP DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I(formate on see thi s J ob•s general notes page and these web sites: ALPINE: www.al pe net tw.co, TPI: www tpl net.erg; WIC, www.sbci ndustry.tom: ICC www.I ccsafe.org Renews:12131/2017 SPACING 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - K) 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, 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 purlins to brace all flat TC @ 24" Wi nd I oads 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 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. 5X5= 3X5= 5X5= 1.5X4:*---- a Nu IC 1. 5X4% 4 —, 4 0-5-4 3-9-0 i 0-5-4 `� 20-8-12 1 4X5= 3X7 4X5(A1)-- = 3X7- • 4X5(A1) L2'J L2'�J 5-2-9 . 19-11-4 4-8-11 4-3-12 8 j 8 4-3-12 ....E_ 4-8-11 9-11-4 5-2-9 9-11-4 8-7-8 J, 9-11-4 J lac 28-6-0 Over 2 Supports >1 R=1375 U=106 W=5.5" R=1375 U=106 W=5.5" RL=49/-49 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. 1 ..!p ,l•0i' •1TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI cow READ AND FOLLOW ALL NOTES ON THIS DRAM NG! .1 .. F TC LL 25.0 PSF REF R7175- 31400 825 N 4th Ave,Cornelius OR 97113 wwi YPORfANT" FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLWI NG THE INSTALLERS. Trusses regul re extreme care In fabricating, handling, shi ppl ng, Installing and bract ng. Refer to and fol law the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior Z 14659 4.7.2.N �. TC DL 1 0.0 PSF DATE 06/03/16 r• to performing these functions. I nstal I ors steal I provide temporary bracing per SCSI. Unless noted otherwise, Oglibbh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid eel Iing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,, , BC DL 7.0 PSF DRW CAUSR7175 16155219 L�� sect!ons 03, BT or B10, as app!lcabl e. Apply plates to each face of truss and post-II on as shown above and on ,4 the Joint Details, unless noted otherwise. Refer to drawings 150A-Z for standard plate positions TN - BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi sl on of IBui 1 di ng Components Group Inc. shat 1 not be responsi bI a for any devi ati on from this •, ,, drawing, any fat lure to build the truss In conformance with ANSI/WI 1, or for handling, shipping, AN ITw CohdatwY i natal I ail on It bract ng of trusses. ��C �9 " TOT. LD. 42.0 PSF SEON- 46160 . A seal on this draw Re or cover page I I sti ng this drawl ng, I ndi cotes acceptance of profess!anal engl neer'ng 9/ �% 7,19 responsibi IIty sol e'y for the des'gn shown. The su'tab'IIty and use of this drawl ng for any structure Is the Q 8351 ADyanacrcle respolls'alIIty of the Dui Iding peel gner per ANSI/TPI 1 Sea.t, S�4NYY.okt% DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this Job.s general notes page and these web sites- SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi eel tw.can; TPI: www.tpl nst.erg; WTCA: www.sbci ndustry.tom; ICC: wwwi ccsafe.org Renews:12131!2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - KG) Bops chord 2x6 HF #z#2 2 COMPLETE TRUSSES REQUIRED I t 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: 1 Row @ 8.50" 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 20.56 in each row to avoid splitting. TC- From 71 p fat 20.56 to 71 p fat 30.50 4" o.c. spacing of nails perpendicular and parallel to BC- From 4 p f at -2.00 to 4 p f at 0.00 grai n requi red in area over bearings greater than 4" BC- From 7 p f at 0.00 to 7 p f at 28.50 BC- From 4 p fat 28.50 to 4 p fat 30.50 120 mph wind, 22. 16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 750.00 I b Conc. Load at 7.89,20.61 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 106.99 I b Conc. Load at 2.00,26.50 DL=4.2 psf. BC- 111.39 I b Conc. Load at 4.00,24.50 BC- 116.58 I b Conc. Load at 6.00,22.50 Wi nd I oads and reacti ons based on MFRS. BC- 309.20 I b Conc. Load at 8.00,10.00,12,00,14.00 14.50,16,50,18.5020.50 I n I i eu of structural panels use purlins to brace al I flat TC @ 24" OC. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W2X4 S 2.25 [14] W3X10 S 1.75 [18] W2X4 S 2.25 5X5= 1.5X4 III 5X5=- ti X5=e _, 4 0-5-4 4 0-5-4 3-1-0 T 8 LH - 20-8-12 3X10(A1)= 2X4[6] III 6X6= 2X4[18] Ill 3X10(A1) 12r 3X10[14]=---- LE2 [< 7-11-4 + 6-3-12 >< 6-3-12 l` 7-11-4 I_ 7-11-4 J- 12-7-8 ,I_ 7-11-4 J 28-6-0 Over 2 Supports >1 R=3361 U=295 W=5.5" R=3361 U=295 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. PlBR04. Y: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI••REIN AND FOLLOW ALL NOTES ON THIS DRAWING! '� REF R7175- 31401 825 N 4th Ave,Cornelius OR 97113 '•I MPOWrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T71E INSTALLERS. k�, TC LL 25.0 PS F Trusses reguire extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 1 0.0 PSF DATE 06/03/16 the latest edition of°CSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior 14659 '9 >7 to performing these functions. Installers shall provide temporary bracing per°CSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riga ceiling. Locations shown for permanent I ateral restraint of webs shall have bracing installed per°CSI ' t ..� BC DL 7.0 PSF DRW CAUSR7175 16155220 ,4L=)[1 Q�� 1 s.sections B3 B7 or MO. as applicable. Apply plates to each face of truss and position as shown above and on I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl on I Al pi ne, a di vi si on of I TY Bei 1 di ng Components Group I ne. steal I not be responsible for any devl ati on from th!s •:-... BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fol lure to build the truss In conformance wl th ANSI/TPI 1, or for handl leg, shl ppl ng, _ AN ITW COMPANY installations braci ng of tresses. y 9 "FC.7,19$9 047 TOT. LD. 42.0 PSF SEAN- 46162 A seal on thl s drawl ng or toyer pegs 11 sting thl s drawl ng, 1 ndl sates ss of epi s drawing forssnl y strlengi neer! rasponti bi Il ty ofl the for the design er pe The TP1 tab) 1ttP.., W W.CNA DUR. FAC. 1. 15 FROM BB 8351 RBvana Circle respon l bill ty or the I dl ng Dol goer per ANSI/TPI 1 Sac 2. Sacramento,CA 95828 For more i nformati on see this)ob's general notes page and these web sites: ALPI NE: www.al pi nal tw.com; TPI: www.tpi net.org; wTCA: www.sbcl ndustry.com: ICC: www.i ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VR87175Z04 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - IG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: :T3 2x4 DF-L #2: Special Ioads Bot chord 2x6 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 psf at -2.00 to 71 p1 f 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 plf at -2.00 to 4 plf at 0.00 DL=4.2 psf. BC- From 14 psf at 0.00 to 14 psf at 20.00 BC- 2030.69 I b Conc. Load at 3.86 Wind loads and reactions based on MWFRS. In Iieu of structural panels use purlins to brace alI flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead I oad i s 1.50. No SIZE SHIFT BITE [ 6] W4X5 S 3.75 [ 7] W3X10 S 1.25 [ 8] W4X5 2.25 R 1.50 4X8= 5X5= 3X10[7] T2 E 4 4 I- T3 3-1-0 0-5-4 - --11,_ 0'S____: 0-8-12 -1- 4X5[6] Ill 4X5[8]= 3X5---- 4X12(B3) X5=4X12(83)= 3X5(A1) "--- L-2-0-0->1 E` 3-9-9 l'c 4-1-11 .1< 4-1-8 + 7-11-4 I, 7-11-4 1- 4-1-8 ,I, 7-11-4 1< 20-0-0 Over 2 Supports >1 R=2658 U=233 W=5.5" R=1225 U=94 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. 0 0 Truss Components of Oregon (503)357-2118 w'WARNI NGI" READ AND FOLLOW ALL NOTES ON THIS DRAM NG! te0t, a OP TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 3 1 402 Trusses require extreme care in fabricating, handling, she ppi ng, Install l ng and bracing. Refer to and follow the latest edi tl on of BCSI (Bel l dl ng Component Safety Informatl on, by TPI and=TCA)for safety practices prior O a to perform'hg l these fpropi r!y. I ached its char 1 pshea de ngmandaby tomci hg per al l . ens epronperl y attache se, 146590 S DRW CAUSR7175 wi.�.� TC DL 10 0 PSF DATE 06/03/16 top chord Ishalng. have properly attached structural sheathing and bottom chord shall have a pr ally attached n rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per BvSl ir- esti ons t3, B7 or B10. as l e cabi e. Apoi BC DL 7. PSF A ll 1 jd_ 1 l 1 s appl . y pl rtes to each face of for trusstand 1 tion as shown above and on /. 1 1 16155174 L N he in nt retails, unless noted otb ra se. Refer To drawings 16BAtZ farstandard.plate poseTlons. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a di fail on of Ibu edi edi ng Components Group Inc. stall not be responsible for any deal ate on from this drawing, any failure to build the truss In conformance vel tM1 ANSI/TPI 1, or for hantlling, she ppi ng, AN MFW COMPANY I o=ral I ate on&bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 46128 A sreseal ll s'on'i hi s drawl ng or cover page I 1 sting MI s drawl ng I ndl utas acceptance of profess'anal e1g1 neer!l9 a 'kb 7'1998 ty sol el y for the deal l g=howl. The su1 tabs I ty and use of t l s drawl ng for any structure,s The /�1 QQ DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bl I 1 ty of the&d I dl ng Dell poor per ANSI/TPI 1 Sac.2. 1'�4�W.CO A Sacramento,CA9582s For more Informs ti on see this Job's general notes page and hese web sites. rl'� SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi neltw.cam: TPI: www.tpl ns[.ore; NTCA: www.sbcl ndustry.cam; ICC: www.iccsafe.org Renew,12/1101/17 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 Wind loads and reactions based on MWFRS with additional C&C member •• Ioad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1. 5X4o� 1. 5X4 i —T 4 4 : : 3-9-4 0-5-4 0-5-4 A_ mi 20-8-12 3X5 3X5-=- 3X5(A1) X5=3X5(A1)= 3X5(A1) 1.. 2-0-0- l' 5-2-15 J_ 4-9-1 4-9-1 _J__ 5-2-15 6-9-15 I. 6-4-2 I6-9-15 L 10-0-0 10-0-0 -J 20-0-0 Over 2 Supports R=1010 = _ _ U 80 W 5 5" R 842 U=57 W=5.5" RL=40/-41 Design Crit: I RC2012/TPI -2007(STD) • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 •wWARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0.1 •OFF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "1WPORTANT'• FURNISH THIS DRAM NG TO ALL CONTRACTORS 1NCLUOING THE INSTALLERS. REF R71 7 5 31403 Trusses regui re extreme care In fabricating, handling, shi ppl ng, Installing and bracing. Refer to and follow �� the latest edition of°CSI (Building Component Safety Information, by TPI and VTCA) for safety practices prior ` TC DL 1 0.0 PSF DATE 06/03/16 to performing these fundi ons. I este!I ars shat l provi de temporary bract ng per CSI. Unl ass noted ethecfi se, 47 14659 '9 • top chord shat 1 have properly attached structural sheathing and bottom chord shall have a properly attached ` ..... BC DL 7.0 PSF DRW CAUSR7175 16155175 rigid cel l I ng. Locations shown for permanent I eters! restraint of webs shall have bracing Iental l ed per°CBI i sections 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0, 1 ,4 L��O I the Jnint Details, unless noted ntherwlse. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITV Bul l ding Components Group Inc. shall not be responsible for any deviation from this drawl ng, any fat I urn to but I d the truss 1 n conformance WI th ANSI/TPI 1, or for handl l ng, shl Dpi ng, a;' _,a1. AN PTW COMPANY I natal l ati on s bract ng of trusses. 9 TOT.LD. 42.0 PSF SEAN- 46130 • A seal Be this drawl ng or cover page I I stn ng MIs drawl ng, I nd1 utas acceptance or professi anal engl neerl ng 9 'F'C.7n♦,I% ' respond WI l ty solely for the deal gn shown. The sun tab'II ty and use or this drawl rig for any structure Is the p4 QQ DUR. FAC. 1. 15 FROM BB 8351 Rovana Cvcle respects!blllty of the Sul Idi g Designer per ANSI/TPI t Sec.z. ,�N W.GNp Sacramento,CA 95828 For more i nformati on see thi s j ob•s general notes page and these web sl tea: n ALPINE: www.al pineitw.caw TPI: www.tp!nst.erg; VTCA: www.sbcindustry.com; ICG www.Iccsafe.org SPACING 24.0" J REF- 1 VR87 1 7 5204 Renews.12111/7017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 pl f at 8.00 to 71 pl f 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 1 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC TC- 630.48 I b Conc. Load at 8.00 DL=4.2 psf. BC- 72.71 I b Conc. Load at 2.00, 4.00, 6.00,10.00 12.00,14.00 Wind loads and reactions based on MWFRS. BC- 247.49 Ib Conc. Load at 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. 4X5= / 3X5 3X5',---- 4 I -I 4 • 3-1-4 0 _i__ 4L 0-5-4 . 0-5-4 -8-12 -I- 1. 5X4111 3X7= 1. 5X4 III 3X7(A1) 3X7(A1) ac4-5-15 -4-- 3-6-1 -4-- 3-6-1 '.1` 4-5-15 L, 8-0-0 8-0-0 J 16-0-0 Over 2 Supports >1 R=1282 U=122 W=5.5" R=1279 U=122 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. TrussCom onentsofOre on (503)357-1118 **WARM NGI••READ AND FOLLOW'ALL NOTES DR THIS DRAWING! 0,0 •OFREF R7175- 31404 Components & ••IIPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •" F TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 Trusses require extreme care in catl handling, shipping, instal ling and bracing. Refer to and follow ' TC DL 1 0.0 PSF DATE 06/03/16 the perform' edition of BCSI (Building Component Safety Information, by TPI are WrCSI for safety practices prior t� to pchordming I have Fpropions. (ached sts ctur psheite temporary tom hg per ai eta ps noted attach de, kI 14859 ''9 top chordcelsnail have ions sho attached permanent I al sheathing and bottom chordthaishall brae n properly attached rigid cel ling. orcationa shown for eermaneny lateral orestral nt of fats ssa 11 have tract ng Instal lbtl per dCoI T! resit ons Ba, 07 or 610, as appl i earl e. Apply pi ales to each face of truss and poll ti on as shown above and on 1• I 1 L.AU R7175 16155171 Ail _ 7.0 DRW s A'I I E1 I I 1 the Jaint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate pasitiens. BC LL 0.0 PSF CA-ENG CWC/CWC II ItJ I \V' I Alpine, a division of Ibu eui l di ng Components Group Inc. shall not be responsible for any deviation from this drawing, any fol l are to build theruss in conformance with ANSI/TPI 1, or for handling, shl psi ng, AN ITW COMPANY I nstel I ati on u craning of trusses v TOT. LD. 42.0 PSF SEQN- 46122 rmseal on thl s drawl ospona bI I I ty so l ygor for the ddesal ggnn I Irl`aming tTl e`sul t�i7i ty tlnd cotes acceptance thin drool profess!`any stru�cturpe°e i sDthe 9jn ,f�'•7a 19�g e 8351 Rovana Circle respond bill ty of the Bonding Deal gner per ANSI/TPI 1 Sec.2. W1l'�M w.G�AQQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 Far more informatl on see this jobs general nates page and these web sites: S� SPACING 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi mel tw.corn' TPI- www.tpl net.org: WIC, www.sbci ndustry.con: ICC: www.I ccsafe.org RANewe:13/31/'01' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood Iot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 in 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 Ioads 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 I oad. Creep i ncrease Truss desi gned for unbal anced snow load 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. 5X4-s:-.---- 1. 5X4 4 14 ar.-i ►� 3-1-4 If 0-5-4 1-1 0-5-4 01 20-8-12 3X7= 3X5(A1) 3X5(A1) 4-2-15 8-0-0 3-9-1 'I< 3-9-1 8_0-0 4-2-15 I, 8-0-0 8-0-0 J 16-0-0 Over 2 Supports >1 R=682 U=46 W=5.5" R=680 U=46 RL=25/-25 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1 . , '..OR QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 5031357-2118 w** F RNI`w READ AND FOLLOW LLL NOTES ON THIS DRAWING! .� �, c REF R7175- 31405 P & 1 ••IIIPORTA* FURNISH THIS DRAM AND FNGO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /"'�r'- ` TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 • Trusses lre extreme care In fabrlcatin handl In shl iInstall) and bracin. Refer to and follow f,� regu n' y 9" at ng, by > 9 y practices prl or y TC DL 10.0 PSF DATE 06/03/16 the latest edition of reSCSIcti (Building Component Safety Information, TPI andpe NTCA for safety 1 48 59 T. to Performing these Functions. Installers shall provide temporary bract ng per°CSI. Unless noted otherwise, V J O r. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 141164, ri gid cel I i ng. Locati ons shown for permanent I ateral estrai ret of webs shat I have bract ng I nstal I eel per°CSI t ' BC DL 7.0 PSF DRW CAUSR7175 16155172 ctrl ons B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o the Joint Details, unless noted otherwl se. Refer to drawl ngs 1b0A-Z for standard plate post ti ons. A MN ; Al pi ne, a di vi si on of I TW Bui I di ng Components Group I nu shat I net be respond bl a for any atl on from,this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any£allure g futru the truss In conformance with ANSI 1, or for handling, sill ppl ng, AN ITWCOMPANV Installatimn A bracing of trusses. 9 " TOT. LD. 42.0 PSF SEAN- 46124 r seal billty drawl ng theemcoverpagesham. TTle`sullt blIIty and tee a,?acceptance ng profess! struucttureIsnthe 9�0r��AIW.C�PQ4� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rosponsi bill ty of the eel I dl ng Des!goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see this Jobs general notes page and these web SItes: SPACING 24.0" JREF- 1VR87175Z04 • ALPINE: www.al pi mel tw.comm TPI: www.tpi nut.erg; NTCA: www.sbcindustry.com; ICC: www.I ccsafe.org Renews:1213112017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 Ol senwoods -- VERIFY VERIFY, OR - 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 in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind 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 MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top design. chord must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per Right end vertical not exposed to wind pressure. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 3X5 4 r— P 1.11 i �� 4-3-4 Ili ibilliiiiiii i *--'-- II` • 111 0-55-4 ii i i _i____ i �J 11-1-0 3X5(R) Ill 2X4(A1) Lc---2-0-0-->•1 E` 5-11-15 5-4-5 1"12 5-11-15 5-6-1 11-6-0 Over 2 Supports R=774 U=126 W=5.5" R=584 U=91 RL=144/-23 Note: All Plates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. , QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI..READ AND FOLLOW ALL rums ON THIS DRAM NCI 0 1.0 825N4th Ave,CorneliusOR97113 ••I FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINGTHE INSTALLERS. �`"IrfiTC LL 25.0 PSF REF R7175- 31406 Trusses require extreme care In fabrl cat!ng. handling, shl poi ng, Install l ng and bracing. Refer to and follow i the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior l 1 0.0 PSF DATE to pertorming these functions. Installers shall Provide temporary bracing per SCSI Unless noted othe wise. �`� 14659 Q TC DL 06/03/1 6 fop chord shall have properly attached structural sheafhl ng and bottom chord shalI have a properly attached rl gid cei I i ng. Ectad ons shown for permanent I Oterol estral nt of webs shat I have bracing i nsfal I ed per BCSI BC DLDRW CAUSR7175 16155221 ,4 O`� I sections 63, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on • W 7•O PSF II L J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Al pI nen a di vi si on of ITN Building Components Group Inc. shat l not be responsi bl a for any devi ati on from thi s BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fan I ure to bun 1 d the truss i n conformance col th ANSI/TPI 1, or for handl Ing, shl ppi ng, a •'e' AN RTW COMPANY I onto!I ati on R braci ng of trusses. " TOT. LD. 42.0 PSF . A seal on this drawl ng or cover page I I stn ng this drawl ng, I ndl cotes acceptance of profess!onal engl mewing 9 C.7,1989 �;' S E QN- 46189 responsibi l l ty solely for the des'gn shown. The sun tabll lty and use of this drawl ng for any structure Is the Q 8351 RovanaCBcle responlbi l I ty of the gun dl ng Designer per ANSI/TP! 1 See.2. �r/qNw.GHpQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s)ob•s general notes page and these web si ten, ALPINE: www,al pi nei tw.com; TPI: www,tpi nst.erg; PTCA: www.sbci ndustry.con; I CC: www.I ccsafe,org Renews:12/31/2017 SPACI NG 24.0" J REF- 1 VR87175Z04 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, wind 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 Ioad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end verti cal not exposed to wi nd pressure. factor for dead Ioad is 1.50. 1. 5X4 III / p 3X5 _diggigigil 4 �— 4-3-4 0-5-4 i �� —� �J' 11-1-0 1 ►i 1.5X4 III 3X5(R) HI 2X4(A1) -2-0-0-->-1 5-11-15 5-4-5 1 12 5-11-15 5-6-1 I< 11-6-0 Over 2 Supports >1 R=661 W=5.5" R=468 U=7 RL=74/-20 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(070p7)/4(0) 16.01.00. 1RROFEw TY:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components Ave, orneegon (503)357-2118 ••WARNINGI*•REM AND RAVANG TO ALL ROTES ON TOOS LUDIAGDRAM G! <3,100"....4,44%. TC LL 25.0 PSF REF R7175— 31407 825 N 4th Av,Cornelius OR 97113 "I IPORTAIIr•• FURNISH Tlil s pRAWI NG TO Au cpxrRAcrogs I RCLuo1 HG THE I xsTALLFRS. Trusses requ;re extreme care In fabricating, handling, shipping, Install l ng and bracing. Refer to and follow the I atest edi ti on of Bcsl (Bu!I di ng Component Safety I nformatl on, by TPI and tRCA) for safety praet;oes prior 4014659 9 TC DL 10.0 PSF DATE 06/03/16 to Performing these functions. I nstal I ers shall prowl de temporary brat;ng per SCSI. Unless noted otherw;se. C"' - 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 eters! rostral nt of webs shat 1 have bracing I natal I ed per SCSI 1. 1 BC DL 7.0 PSF DRW CAUSR7175 16155222 [I 1I `� II ecti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and',cosi t;on as shown above and o Ao,Aihhthe Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. n BC LL I Alpine, a di v;sl on of ITN Building Components Group Ino. shell not be responsible for any deviation from this B._' ..s.. 0.0 PSF CA-ENG CWC/CWC drawl ng, any Pal l ure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, r AN ITWCOMR4NY Instalien til A bracing of crosses. A 'F Bel TOT. LD. 42.0 PSF SEAN- 46185 . Asseal on till s drawl ng or cover peps I I stl ng tills draw ng, I net'utas acceptance of professional sntl neer'ng "./_A `'7.19 Q pone!bl I1 ty sol ele for the a1)0 gn anew,. The vel reel Ity and ice,of thin drawl ng for any structure 1:the V/Z�Mw.`.H�Q DUR. FAC. 1. 15 FROM BB 8351 Sonata Circle mponsl b1 I I ty of the Boll dl ng peal goer per ANSI ITP! 1 sec.2. Sacramento,CA 95828 For more i nformatl on see tbi s)ob.s general notes page and these web s;tes: ALPINE: www.alpimeitw.com; TPI; www.tp;nst.ore; n,CA: www.sbc;ndustry.corm ICC www.Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - PG) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 pif at -2.00 to 71 pif at 7.94 TC- From 36 pl f at 7.94 to 36 pI f at 11.50 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pif at -2.00 to 4 pif 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 7 pl f at 0.00 to 7 pl f at 11.50 DL=4.2 psf. TC- 357.00 I b Conc. Load at 7.89 BC- 106.99 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 111.39 Ib Conc. Load at 4.00 BC- 116.58 I b Conc. Load at 6.00 In Iieu of structural panel s use purlins to brace all flat TC @ 24" BC- 309.20 I b Conc. Load at 8.00,10.00 OC. 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 Iive and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [ 6] W3X5 S 3.25 [13] W3X5 1.25 R 2.00 5X5= 1.5X4 III T2 0 , 4F - 2-11-9 3-1-0 0-5-4 ' u j 3X5[6] III 3X5(R)[13] Ill 11-1-0 i 3X5(A1) 1-2-0-0-->i I' I 7-11-4 >I< 3-6-12 7-11-4 3-6-12 I, 7-11-4 ,I, 3-6-12 J 1< 11-6-0 Over 2 Supports R=1070 U=46 W=5.5" R=1162 U=71 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . -ip r,-� 'TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. •Truss Components of Oregon f503)357-2118 w*WARNINGI•'READ AND ALLOT ALL NOTES ON THIS DRAWING! ��. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•I IratTANT•• Fl1RNI sN THI s Dar!NG TO ALL CONTRACTORS I NCLUDI NG TIE I NSTALI_ERs. �T� �� REF R7175- 31408 Trusses reguire extreme care In fabricating, handling, shipping, Instal Ing and bracing. Refer to and follow �" the Iatest emtien of BCSI (Building Component Safety Information, by TPI and NSCA) for safety practices prier es, 14659 9 TC DL 10.0 PSF DATE 06/03/16 to perform)ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. ,411114, 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 restrai nt of webs shat I have brae,ng instal I ed per BCSI Q rI, t _/ BC DL 7.0 PSF DRW CAUSR71 75 16155176 II`I ,4^ L�� , sections 03, BZ or 610, as aappl l cab)e. Apply plates to each face of truss and position as shown above and on s..I the Joint Detal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. I Alpine, a division of IT11 Building Components Group Inc. shall not be responsible for any devlatlon from this .1.!,...,. BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to Rally the truss In conformance with ANSI 1, or for Bandung, shipping, v AN!Tw COMPANY i natal I ail on A brae;ng of tresses. 9 4fC 7.�9q9 TOT. LD. 42.0 PSF SEAN- 46192 A seal on till s drawl ng or Bow,pegs I Intl ng the s arawt ng, I NI Utes seesyrano of profrssl onal enol neer) f ranponolblIIty sol e!y for dithn deal Dn Designer pe The TPItab'IIty and use of thin drawl g,ran structure!e"'he srANw.C PQ DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond blllty of the Building Deal goer per ANSI rtRI 1 Sec.2. Sacramento,CA 95828 Fon more infprmatienI a a tpi esb•s general notes,,. page and these web sites: SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi nal tw.Com; TPI: www.tpi nst.erg; WrG+: www.sbcl ntlustry.Com; ICC: Amax.iccsafe.org Renews:12I31I2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - P) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. I n Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd I oads 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 Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1.5X4111 E 1, 5X4 4 r �� 3_7_7 3-9_0 0-5-4 / i ME 3X5= 3X5(R) Ill 2X4(A1) L-2-0-0-->.I I"` 5-2-91-6-12 9-11-4.1 4-8-11 >I< 1-6-12 9-11-4 J, 1-6-12 ..j 11-6-0 Over 2 Supports R=686 W=5.5" R=505 U=4 RL=65 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2B%(0%)/4(0) 16.01.00. D TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI••READ AND FOLLW ALL NOTES DR THIS DRAINING! �tf+ F TC LL 25.0 PSF REF R7175- 31409 825 N 4th Ave,Cornelius OR 97113 ••I IPONTANT•• FURNISH PDS DRAWING TO ALL CONTRACTORS I NCLUDI ND THE INSTALLERS. Trusses require extreme care in fabrlcating, handling, shl ppi ng, Instal I Ing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCSI for safety practices prier X45 14659'7 '� TC DL 10.0 PSF DATE 06/03/16 n to performing 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 rigid cel l I ng. Locations shown for permanent lateral restral nt of webs shat) have bracing installed per BM •u _/ BC DL 7,0 PSF DRW CAUSR7175 16155177 IF ,4 O�� sections B3, BT or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on L I the Joi nt Detail s, unl ess noted other/A se. Refer to drawl ngs 160A_Z for standard pl ate poll tI ens BC LL 0.0 PSF CA-ENG CWC/CWC I AI pine, a dl vi sl on of ITN Bui I di ng Components Croup Inc. shat I not be respond bl a for any devi ati on from thl s e:, -.e' drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN!TW COMPANY instaliati on R bracing of trusses. ng, y 'en 949 v TOT. LD. 42.0 PSF SEAN- 46194 rosposealinl on I Ilty drawl el ng or cover n:deawl page slhowlt.nti tTlnilessill drawl I i ty�end use of this drawing profit.' any sitvctorn neer' the *i 7 1 A q� 8351 Sonata Circle responsi bill ty of the Bull ding Desi filer per ANSI/TPI 1 Sec.2. ��/ql/w.6 OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Inforniatl on see this fob's general ow=es page and these web sites: s: rT v SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi net to.corn; TPI:www.tpi nst.org; WTU: www.sbci ndustry.corn: I CC www.i ccsafe.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - L) 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 in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep i ncrease Right end vertical not exposed to wi nd pressure. 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 SHI FT BITE [ 7] W3X5 S 1.25 4X5 - -I 4 X5=—I4 Ill 1. 5X4 III 1.5X4 III • • 4 r— 4-10-15 5-2-4 12 0�4 �,J 0 70-8-12 / 3X5[7]= 4X5(R) III 3X5(A1) --- LE-2-0-0— 7-4-7 + 6-10-9 7-4-7 X10"J 7-8-9 'I I, 14-3-0 I,1OJ 1 15-1-0 Over 2 Supports R=807 U=56 W=5.5" R=669 U=63 RL=120 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. •., ,VIRR0p� : 1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI•*READ AND FOLLOW ALL CNOTESONTRACTORS ON rw s DMIn NG! • 825 N4th Ave,Cornelius OR 97113 "I!PORTANT.. FlIRNIsx THIS DRAM NB TO ALL CONTRACTORS Ix0LUDING THE INSTALLERS. cp �' ". TC LL 25.0 PSF REF R7175 31410 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow /i_ r_ the latest edition of BCSI (Building Component Safety Information, by TPI and.CA)for safety practices prior CC �I 14659 9 TC DL 10.0 PSF DATE 06/03/16 to Performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. 14111htop chord steal I have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cel l l ng. Locations shown for permanent lateral rests!nt of webs shall have bract ng installed per Besl •, to _at BC DL 7.0 PSF DRW CAUSR7175 16155178 ,4 O��NI II , se tions B3, B7 or B10, as applicable. Apply plates to each face of truss and post tI on as shown above and on II L the Joint DefaiIs, unless noted otherwise. Refer to drawings 160A,for standard plate posltlons.AI BC LL pine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this •:•-_. 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handl I ng, shi poi ng, �/ AN ITW COMPANY A stat ion and drawl ng or cover page I I sting this drawl ng, I ndl canes acceptance of professional s • I near) �%P ponsi bill ty solely for the deal gn show!. The sul tab!!l ty and use of this drawl for structure '� ronponalm llty of the Billldl Ileal re any atr,lotBre Is the rgMw.C4‘.1.11 DUR. FAC. 1. 15 FROM BB 8351 Aovana Circle ng Designer per ANSI/TPI 1 sec.2. Sacramento,CA 95828 For more Infarmati on see this,ob.s general notes page and these web saes: SPACI NG 24.0" - JREF- 1VR87175Z04 B ALPI Nwww.al pi nei tw.can: TPI: www.tpi nst.erg; WIC. www.sbcl ndustry.corn; I CG www. ccsafe.ore Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - L1) Top chord 2x4 HF #2 120 mph wind, 22.69 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 live Wi nd Ioads 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 load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. 1. 5X4 III i . 5X4 ar �� 3-5-15 It 0-5-4 20-8-12 i r.-7.• 3X5(R) III 2X4(A1) L 4-9-15 4-2 5 1,.12 . 1 9-2-0 Over 2 Supports R=396 U=15 W=5.5" R=384 U=40 RL=69 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .. QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1 4p 004, TC LL 25.0 PSF REF R7175- 31411 825 N 4th Ave,Cornelius OR 97113 ^I WORTurr•• FaWI SN TNI S DRAWL NG To ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. Trusses regul re extreme care in fabricating, handling, shl ppi ng, Installing and bracing. Refer to and fellow ` L��w the latest edition of BCSI (Bo!di ng component Safety Information, by TPI and WTCA) for safety practices prlor QC 1 4659 l9 TC DL 10.0 PSF DATE 06/03/16 to Performing these fundi ons. Installers shall Prove de Temporary brad ng per BCSI. Unless noted otherwise. �.. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached _......- top BC DL 7.0 PSF ri gl d cei 1 i ng. Locate ons shown for permanent I ateral restraint of webs shall have brace ng I nstal I ed per BCSI DRW CAUSR7l 75 16155179 ,4 �0�� se[ions 63, B)or 1310, as applicable. Apply plates to each face of truss and position as shown above and on a II I the JOInt Detan s, unless noted otherwise. Refer m drawlnss 1eoA-z for standard elate positrons. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pl ne, a dl vl si on of I TW eui di rg Components Group Inc. sM1al 1 not be response bl a for any tlevi ate on from the s e. e, • drawing, any failure to build the truss In conformance wl th ANSI/TPl 1, or for handl l ng, shl ppl ng, AN ITwCOMPANY installation a bracing of trusses. 9 Qw TOT. LD. 42.0 PSF SEAN- 46151 . A seal on tbl s draw ng or cover page I I at!ng Ml s draw ng, I ndl Cates acceptance of professional enol neer!ng 9�e C.7•�9� �(Ir responsl bill ty sol el a for the designer pe. TheNSI em tabs 0,ty2 and use of thl a drawl rig for any structure I s the 'V1r/ryWW w•Gyt b OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rasponsl b1!I ty of the&d I al ng Desi gar per/461/IPI 1 Set.2. Sacmmento,CA95828 For more Informaflon see this fnb s general notes page and These web sites: SPACING 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi nal tw.cam; TPI: wwew tpi nst.oro; WTCA: waw.sllci ndustry.corn; ICC: wwa i ccsafe.oro Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - OG) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) In lieu of structural panels use purlins to brace all flat TC W 24" TC- From 71 plf at -2.00 to 71 plf at 3.94 OC. TC- From 36 pl f at 3.94 to 36 pl f at 6.06 TC- From 71 plf at 6.06 to 71 plf at 8.92 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive BC- From 4 plf at -2.00 to 4 plf at 0.00 load applied per IRC-12 section 301.5. BC- From 7 plf at 0.00 to 7 plf at 8.92 TC- 250.00 Ib Conc. Load at 3.89, 6.11 Deflection meets L/360 live and L/240 total load. Creep increase BC- 51.77 Ib Conc. Load at 2.00, 8.00 factor for dead load is 1.50. BC- 115.55 I b Conc. Load at 4.00, 6.00 4X5= 4X5= I 4 4 - _ _ 1 1-9-0 It 01 0-5-4 ' _ 0-9-9 413-1-0 1. 5X4 Ill 3X5 3X7(G1) III 3X5(A1) -2-0-0- 1 3-11-4 + 2-1-8 + 2-10-4 3-11-4 l 2-1-8 I 2-10-4 8-11-0 Over 2 Supports R=863 U=29 W=5.5" R=743 U=10 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 + 7i.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "WARN'NGI"READ AND PGLLON ALL NOTES ON TNI S DRAIN NG! '!� ` FF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ^I UPORTANr•• FUNS SH THI s ORA''NG TO ALL CONTRACTORS I NCLUUI NG THE INSTALLERS. 4:/%416.1.1-465.g REF R717 5 31412 Trusses regulre extreme care In fabricating, handling, shipping, Installing and bract ng. Refer to and fellow ``mo_' �. TC DL 1 0.0 PSF DATE 06/03/16 the latest edition of BCS' (Building Component Safety Informed on, by TPI and'MCA) for safety practl ces prior V �� II T. to performing these fundi ons. 1metallere shall provide temporary bracing per BCS'. Unless noted otherwise, 46 59 top chord shall have properl y attached structural sheathi ng and bottom chord shall have a properly attached r- ri gid cei ling. Locati ons shown for permanent lateral restrai nt of webs shat l have bract ng I natal led per BCS' t. ''"� BC DL 7.0 PSF DRW CAUSR7175 16155180 Ail �03U 1 sections B3, B7 or B10, as appl l cabl e. Apply plates to each face of truss and post ti on as shown above and on l the dm nt Petal s, unless noted otherwise. Refer to drawings 160A_7 for standard plate positions BC LL 0.0 PSF CA-ENG CWC/CWC 1 AI pi ne, a di vi si on of I TV Bui Id no Components Group Inc. shat l not be ror for bl a for any devi at on from thl s drawl ng, any failure to but Id the truss In conformance wl th ANSI/TPI 1, or£or handl'ng, shl pp1 no, AN OTW COMPANY I nstal I ati on w bracing of trusses. ,F e9 TOT.LD. 42.0 PSF SEAN- 46118 A seal on thI s draw ng or cover page I'sting till s drawl ng, I ndl cotes acceptance of profess)anal engi neer)ng 9A C 7,1-e responsibl Ilty sol ely for the design shown. The sultebll lty and use of this drawl ng for any structure Is the ng es ,91/ Wr G�tlr DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respansl bill ty of the But I al Designer per NS/IP1 Sec.2. I I Sacramento,CA 95828 For more nformatl on ee this jobs general notes page and these web sl tee: ALP'NE: www.al pi mel tw.con; TPI s www.tui net org; WIC, www sbcl ndustry.con; ICC: ww.wi ccsaFe.org Renews:12/3112017 SPACI NG 24.0" J RE F- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 01senWoods -- VERIFY VERIFY, OR - 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, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MFRS with additional C&C member Left canti I ever i s exposed to wi nd desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total I oad. Creep i ncrease load applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= I4 3X5 4 F- 2-1-4 2-1-4 4 — 1 0-9-9 0-5-4 0 __L +13-1-0 1. 5X4 111 3X5(E3) ==- 2X4(A1) 3X7(E3) III L-2-0-0 -Cti H 5-0-0 + 3-11-0 L 5-0-0 3-11-0 ,I I< 8-11-0 Over 2 Supports >1 R=650 U=4 W=5.5" R=348 RL=27/-29 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%B)/4(0) 16.01.00.0 QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-22118 "WARM NGI raw READ AND FOLLOW ALL NOTES ON THIS DRAWING! t�g 1 ,OPE TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•I IWNMTANT`. FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLIIDI NG TME INSTALLERS. '` REF R717 5- 31413 Trusses regul re extreme care 1 n fabrl call ng, handling, shl ppl ng, 1 nstal I I ng and bract no. Refer to and fol I ow �� the latest edition of BCSI (Building Component Safety Information, by TPI and 1lTCA) for safety practices prior ,d F TC DL 1 0.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, A. 1 4659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached it (� ,4011h, ri gid cei I I ng. Locatl ons shown for permanent I ateral rests;nt of webs shat I have brae;ng I nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16155181 ,4 [El1 sections B3, B7 or B10, as app)l tact e. Apply plates to each face of truss and position as shown above and on , the Joint Petal Is, unless noted otherwise. Refer to drawings 16nA-Z for standard plate positions. BC LL O.0 PSF CA—ENG CWC/CWC I Al p1 ne, a di vi si on of ITN But I di ng Components Group 1 nc. shat I not be respond bl a for any nevi ati on from thi s drawl ng, any£al I ure to but l d the truss I n conformance wt th ANSI/TPI 1, or for handl t ng, shl ppl ng, e::' -d, AN ITW COMPANY I nstal I ati on N bracing of tresses. q v TOT. LD. 42.0 PSF SEAN— 46120 A seal on thl s drawl np or cover peps I I sti nB thl s drawl I ndl rates acceptance of professi oral engl neer)nB ot 'fC,7t 19B 0* respond bl I I ty sol el y for the nasi gn shoo.). The su1 tabid ty and use of till s drawn ng for any structure I s the /SIp, QQ DUR. FAC. 1. 15 FROM BB 8351 ROvana Circle respond bl I 1 ty of the Boll dl ng Desi filer per ANSI/TPI 1 Sec.z. '4"W.GNB' Sacramento,CA 95828 For more informatl on see this jobs general notes page and these web sites: S� SPACING 24.0" JREF— 1VR87175Z04 ALPINE: www.al pi mei tw.can; TPI: www.tpl nst.erg; NTCA: www.sbci ndustry.comm ICC: www.I ccsafe.org Renews,77/21/7017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - RG) Bot p chord 2x6 HF SS chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I t 2 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: 2 Rows w 6.00" 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 avoi d 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 MFRS. BC- 106.51 Ib Conc. Load at 3.79, 5.79 BC- 1278.97 Ib Conc. Load at 5.50 In Iieu 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 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 5] W3X5 S 2.75 4X5= 1.5X4 III 4 1- 1 1 <' r M 1-6-12 1- -3 0-5-4 lim - . +0-8-12 If 3X5[5] Ill 4X5--- 3X5(A1) X5=3X5(A1) 3-8-12 ''l 4-2-8 4-2-8 3-8-12 J, 4-2-8 J I` 7-11-4 Over 2 Supports R=1023 U=78 W=5.5" R=2031 U=171 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI we READ ADD FOLLOW ALL NOTES ON THIS DRAWING! 0 •OFC TC LL 25.0 PSF REF R7175- 31414 ••I WPORTANT•• FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius O 97 13 ��. Trusses requi re extreme care I n fabricating, handling, sill ppi ng, instal l i ng and bract ng. Refer to and follow ``__5 TC DL 10.0 PSF DATE 06/03/16 the latest edi[I on of SCSI (Builtli ng Component Safety Information, by TPI and'MCA) for safety practices prior V �48 58�� n,411164, to performing these fundi ons. Installers shall provide temporary bracing per°CSI. Unless noted otherwise, 6 5 O top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri gid cel l I ng. Locatl ons shown for permanent lateral restrai nt of webs shall have bran ng installed per°CSI DRW CAUSR7175 16155173 ,4 sect!ons B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1. 1 O I the Joint Details, unless nofetl otherwise. Refer to tlrawl ngs 160A-Z far standard late Itl ons. I ; Alpine, a tlivision of ITW BUIItlirg Components Group Inc shall net be responsi bi e fnr any deviation from mis BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any£allure to build the truss I n conformance with ANSI/TPI 1, or for handl l ng, shi ppi ng, e _.1', AN ITW COMPANY !nstai I ati on A braci ng of tresses. y v TOT. LD. 42.0 PSF SEON- 46126 A seal on• respons bi 111ty drawl sol el ygor fbr the des pegs I shown. ma ng owll drawl Ell ng,ty and use uof this drdrawwi ngforWaa y structure neer! the 9/ 'fL-7,198g Q 835]Rovana Circle respelled bill ty of the Boll di ng Desi finer per ANSI IRI 1 Sen.2. $11/ ��\Q DUR. FAC. 1. 15 FROM BB ANyi Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: 1� SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www. w..al pi mei tnom; TPI- www.tpl nst.ore; WTCA: www. www..sbc1 ndustry.con; ICC: I@@safe.erg Pa'ew11:194112,147 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - B) 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, 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, wi nd TC DL=6.0 psf, wi nd 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 loads 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 Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead Ioad is 1.50. R=100 4 I 1 ..21-5-14 1 _L Y 1-0-10 0-5-4 milJ 0-8-12 l 2X4(A1) L--2-0-0 >< 1-10-3 >l< 6-1-1 J Fr 7-11-4 Over 3 Supports R=326 U=55 W=5.5" R=107 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��OIN.0 -OFC TC LL 25.0 PSF REF R7175- 31415 825 N 4th Ave,Cornelius O 97113 "1 W oRT " FURNI SH 7111 S DRAw1 NG TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. Trusses requl re extreme care in fabricating, handling, shl ppl ng, Installing and bract ng. Refer to and follow t the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior GS F TC DL 1 0.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, <4 1485.9 -r .41164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d eel I I ng. Locant ons shown for permanent I ateral restrai nt of webs shat I have bract ng i nstal I ed per BC51BC DL 7.0 PSF DRW CAUSR71 75 16155223 L'11 , sect)ons 83, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on _.� ! the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. , . BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a di vi sl on of 1 Tw Bui I di no Components Group Inc. shat I not be responsi b1 w for any devi ati on from thi s drawl ng, any fat 1 ure to but I d the truss i n conformance wl th ANSI/TPI 1, or for handl I ng, 551 ppi ng, AN ITW COMPANY Installation a bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 45978 • A seal Be thl s drawl ng or cover papa I I sti ng this draw ng, 1 ndi cotes acceptance of professional enpl nee i ng '4.C. CJ rewpo1s1 b1I l ty solely for the design shoe.. The wl tab!I ty and use of MI drawing for any structure 1s the �� 7t 1 8351 Rovana Circle reapmsl°Illty or the RNlltll ng Deslprer per ANSI/rP1 , .z. sr,�Mwr CNPQQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see MIs jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VR87175ZO4 ALPINE: www.al pl mel tw.cons TPI: www.tpl nst.erg; eTCA: www.sbci ndustry.corn; ICC: www.I ccsafe.org Rwpp`vp:124112017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, 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 sect on 301.5. Wind I oads 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. 11 *22-1-14 1 R=105 U=11 Y 4 r 1-8-10 li 0-5-4 i J *20-8-12 2X4(Al).=- Y Lc---2-0-0 >l< 3-10-3 ->ic- 4-1-1 - lac 7-11-4 Over 3 Supports R=385 U=24 W=5.5" R=111 RL=42 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 01!Mop,..TY:6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357 X118 **WARN!ANI w•READ AND FOLLOW ALL NOTES ON THIS LUDIIING! � ' 7+- TC LL 25.0 PSF REF R7175 31416 OR IMPORTANT'• FONNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING NG 1HE INSTALLERS. 825 N 4th Ave,Cornelius O 97113 \ e Trusses require extreme care In fabricating, handl ing, shi ppl ng, installing and bracing. Refer to and follow the latest edi tion of BCSI (Dui I di ng Component safety I nformati on, by TPI WTCA) for safety practi ces prior 14659 '9TC DL 10.0 PSF . DATE 06/03/16 to performing these functions. Installers shall provide temporary bract ng per BCSi. Unless noted otherse, ` i wi top chord shal I have properly attached structural sheatdl ng and bottom chord shall have a properly attached �ri gid cei I I ng. Locatl ons shown for permanent I ateral restrai nt of webs shat 1 have bract ng I nstal I ed per BCSI / . . 1 BC DL 7.0 PSF DRW CAUSR7175 16155182 se tions B3, B7 or BTO. as applicable. Apply plates to each face of truss and position as shown above and on ,4 L� I '' the nt Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate poli ti ons. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a di vi si on of 1 TW Bul I di ng Components Group Inc. shat I not be responsi bl a for any devi at on from thl s e=' - drawing, any£allure to build the truss in conformance with ANSI/TPI 1, or for handl l ng, shipping, �r AN ITW COMPANY Installation s bracing of trusses. ,p 'FC 7 198 ' TOT. LD. 42.0 PSF SEQN- 45980 A 0001 on thin drawl ng or cover pegs 1 I etl ng thl s drawl1 ndl cotes acceptance of profess'Duel ental neer!ng Q respond bl 1 I ty solely for the desi tap show... The SNI tab!I I oacceptancety and use or thl s drawl ng r r any structure I s the .9 8351 `.% DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respon sl bl I I ty of the Bull dl ng Desi goer per ANSI/TRI 1 see.2. Sacramento,CA 95828 For more I nfonroti on see tui s j ob•s general notes page and these web si ter ALPINE: wxw.alpineltw.co, TPI: www.<pinst.org: WTCA: www.sbclndustry.corm ICC: www.Iccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - B2) 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, 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 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. 22-9-14 R=173 U=26 Y 4x 2-4-10 0-5-4 420-8-12 2X4(A1) ---- 1.<--2-0-0 >< 5-10-3 >< 2-1-1- ->l 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) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . p1bRop ITV:6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503))357-1'I18 '*WARN/NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 44, F 825 N 4th Ave,Cornelius O 97113 "IIVORTANr. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. `� � the Iatest edition of BCS/ (BnlIding Component safety Information, by TPI and WTCA) for safety practices prior TC LL 25.0 PSF REF R7175- 31417 Trusses regul re extreme care In fabricating, handl l ng, shi ppl ng, Installing and bract ng. Refer to and follow �a rf� 14659 'Q r. TC DL 10.0 PSF DATE 06/03/16 t. to performi ng these functions. I nstal I ors shall 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 gid cel I I ng. Locaa I ons shown for permanent I ateral restraint of webs shat l have bracing I neral I ed per Bcsl i, I / _. BC DL 7.0 PSF DRW CAUSR7175 16155183 ecti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and posi tl on as shown above and �111 L II^ I I the mint Petal IA, unless noted otherwise. Refer to drawings 160A-z for standard plate pnslLIons on BC LL 0.0 PSF CA-ENG CWC/CWC I I LI I V I Al pine, a y faivl ion of I TW Bul l di g truss Components con Group Inc shot t not be respond hail CO.any devi ail on from thi s ii drawl ng, any failure to but I the truss in conformance with ANSI not 1, or for handling, shlppi ng, r — AN ITWCOMPANY Installation A bracing of trusses. 9 'ECT otfl Q,c TOT. LD. 42.0 PSF SEAN- 45982 . A reel on thl s drawl ng or cover page I I stl ng tills drawl ng, I col rotes acceptance of profess'oral *NO neer' resagonal bl 11 t of theel y for the design sham. The Sul tebl'ty and use of this drawl ng for any strouturo Is the �r'qN row`,NPQ OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respaul bl I I ty a the Hui I dl ng Desi goer per ANSI RPI 1 Sec.2. Sacramento,CA 95828 For more Information see thio jobiS general notes page and these web sl tee: JREF- 1VR87175Z04 ALPI NE: www.al pi nee tw.can; TPI: yam.tpi nst.erg: WTCA: www.sbcl ndustry.cow: I CC: www.I ccsafe.ore Renews:12/31/2017 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - B3) Top chord 2x4 HF #2 120 mph wi nd, 22.16 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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 #2 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end verti cal not exposed to wi nd pressure. factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 4X5 III rill 4 f 3-1-0 0-5-4 i �� '_ 0-8-12 1.5X4[9] III 2X4(A1) 1-<-2-0-0- - 1 7-9-8 1z 7-1 1-4 Over 2 Supports >1 R=517 U=34 W=5.5" R=309 U=30 RL=74 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%D(O%)/4(0) 16.01.00. 011630/.. TY:21 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "WARN!NGI"'READ AND FOLLOW ALL NOTES ON THIS DRAWING! .�'�(" 825N4thAve,ComeliusOR97113 "I +rA+r` FURNISH THIS DNArnNBTOALL CONrRACTL5INCLAINGTHE INSTALLERS. �� e TC LL 25.0 PSF REF R7175- 31418 Trusses reg0i re extreme care I n fabrl call ng, handl I ng, shi ppl ng, instal I i ng and bract ng. Refer to and far i ow C7 14659 F,9 TC DL 10.0 PSF DATE 06/03/16 the /R/- Scal these fundians. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheath!.and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral estralnt of webs shall have bracing installed per BCS! t _.% BC DL 7.0 PSF DRW CAUSR7175 16155184 .4 �0�� sections 83, 87 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on I the lcInt Details, unless noted otherwise. Refer to drawings 1,60A-Z for standard plate pod Tions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pl ne, a tli vi si on of ITW Bulldl rg Components Group Inc. steal! not be respond bre for any deur anti on from this •;� �. drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY rnsoelIation s racing of trusses. 9 'Et 7,1989 40 TOT. LD. 42.0 PSF SEAN- 45984 d . A seal on this drawl ng or cover paps 11 stl ng thl s drawl I MI sates acceptance of profrssl anal enpl nesri ng shoat The sur tab!! responsi bill ty solely for the design I ty and use of this drawing for any structure I.the OP/AMW.CHt resonsr bill tyof DU R. FAC. 1. 1 5 FROM BB 8351 Rovana Circle pthe Sul 1 di ng Designer ANSI/TPI 1 s2 gper Sec. . Sacramento,CA 95828 For more i nformatl on see this 5 ob's general notes page and these web si tes: ALPI NE: www.al pi eel tw coo: TPI: mew.tpiant.ore; WTCA: MAC sbcindustry.corn: ICG wwe.iccsafe.org Renews:12131/2017 SPACI NG 24.0" JREF- 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 Special loads 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 Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. • R=-25 Rw=3 4r - r1 1-5-141 1-0II-10 0-5-4 / i J +20-8-12 6 4 `'r� 2X4(Al) -- 1-<--2-0-0--- -1-10-3-->141-1-51-I< 4-11-12 J 7-11-4 Over 4 Supports R=305 U=56 W=5.5" R=176 W=5.5" R=73 Design Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 4 .p n•0 •TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2_118 wwWARNINGI w, READ AND FOLLOW ALL NOTES ON TRIS DRAIN NG! y��. �F TC LL 25.0 PSF REF R7175- 31419 825 N 4th Ave,Cornelius OR 97113 "I NPORTANT^ FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. Trusses requl re extreme care in fabricating, handling, shipping, instal l I ng and bract no. Refer to and Pel l ow the latest emtion of BCSI (onilding Component safety Inrormation, by TPI and wnCA) for safety practices prior IQs 14659 F,9 + TC DL 10.0 PSF DATE 06/03/16 n to performing these functi ens. I nstal I ers shall provide temporary bracing per CSI Unless noted otherwise, 5 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cel I I ng. Locatl ons shown for permanent I ateral restral nt of webs shat I have braci ng I nstal I ed per BcsI t, I BC DL 7.0 PSF DRW CAUSR7l 75 16155185 A r, L0)1]N Woolens B3, B)or 010, as applicable. Apply plates to each face of truss and position as shown above and on II : the Joint Details, unless notetl otherwise. Re Per to drawl ngs 160A-Z for standard pl ale post Ti ons. Alpine, a division of ITW Building Components Group Inc. ,hall net be responsible for any deviation from thise_-_.0, BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any falI ure to build the truss In conformance with AN51/TPI 1, or for handling, shipping, ' AN IrwconAPrwY installation a bracing Of trusses 9� 7.19g9'F Q TOT. LD. 42.0 PSF SEQN- 45990 A seal on thl s drawl ng or cover page I I sti ng tel s drawl ng, I rot cattle acceptance of profess!onel eagl neer!nag reseals'bl l l ty solely for the deal gn shown. The Sul Cr :!ty use of this drawl ng for any structure Is the 8351 RnyanaCircle reapo sIblllty the Sul g Dealgner per ANSI/TPI ,Sec. �/4NW.6 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informatl On nee this Job.s general notes page and those web sites: SPACING 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi mei tw.con; TPI: www.tpi net.org; WTCA: www.sbcl ndustry.town; I CC: www.I ccsafe.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - El) 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 in 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 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. 2-1-14 4 r R=89 U=16 1-8-10 0-5-4 1 +0-8-12 2X4(A1) L-2-0-0 >l< 2-6-0 >i<1-5-11 >1< 3-11-9 J 7-11-4 Over 4 Supports R=349 U=41 W=5.5" R=73 RL=42 R=178 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01.0O. s.i:,•p18ROFF :2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components4thAve,of Cornelius (593)35"1-.',118 ...WARM NGI•*READ AND FOLLOW ALL NOTES ON THIS LUDIN G! ;e2'� �'�'�`- N• TC LL 25.0 PSF REF 87175- 31420 825 N 4th Av,Cornelius OR 97113 '•I IFDgTANT•• F1siN1 SH TIII s DRAa7 NG TO ALL CONTRACTORS I NGLwI NG THE I NsrALLEBs. �- Trusses regal re extreme care I n fabri call ng, handl I ng, shl ppl ng, I nstal I I ng and bract ng. Refer to and fol I ow C7 4859�'9 the latest edition of°CSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior e� TC DL 1 0.0 PSF 06/03/16 to performing these functions. Installers Shall provide temporary bract ng per°GSI. Unless noted otherwise, ` r DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached , ri 91 a cell I ng. Locati ons shown for permanent lateral restraint of webs shat l have bract ng I nstal I ed per°GSI BC DL 7.0 PSF DRW CAUSR7175 16155186 ,4 �0�� , sections 83, B>or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on II 1 the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate pesltlons. BC LL 0.0 PSF CA-ENG CWC/CWC AI pi ne, a di vi sl on of I Tw But I di ng Components Group 1 nc. shat I not be responsi bl a for any devi ati on from thi s e - drawl ng, any fat I are to build the truss I n conformance with ANSI/TPI 1, or for handl I ng, shl ppi ng, �I - AN ITWCOMPANV Installation&bract or trusses. IIGOIng tills drawl Indleatas acceptance oT profasslonal englneweing 9�A ,FC 7t 199 ��r TOT. LD. 42.0 PSF SEAN- 45992 A seal on this drawlnpV Q respond bl I I ty sol el y Ter the deal gn shown. The sal tabl 1 I ty and use of thl s drawl ng for any structure I s the e 8351 Rovana Circle respond bl I I ty of the Bul ldl ng Designer per ANSI/TPI 1 See.2. T�0 W.GYM DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Infornrati on see this Job's general notes page and these web sites: Renews:12/31/2017 SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi mei tw.corm TPI: www.tpl nst.org; WTCA: www.sbcl ntlustry.com; ICC: www.iccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - E2) 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, RISK 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 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 1.50. N 2-9-14 i R=157 U=27 4 2-4-10 1, 0-5-4 / /1 JeT0-8-12 2X4(A1)-- —2-0-0 >i< 2-6-0 >iC 3-5-11 >i< 1-11-9—J 7-11-4 Over 4 Supports R=378 U=39 W=5.5" RL=58 R=192 W=5.5" R=72 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. eRopk. Y:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 503)357-2118 **WARM NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N4th Ave,Cornelius OR 97113 "IANr•* FURNISH THIS oaAnxG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ''`` . TC LL 25.0 PSF REF R7175- 31421 Trusses require extreme care In fabri catl ng, handling, shl poi ng, Installing and bracing. Refer to and follow V the Iatest edltlon of SCSI (Bun di ng component safety Information, by TPI and WTCA) for safety practices prior er 14659 'Q TC DL 10.0 PSF DATE 06/03/16 r. to performing these functions. Installers shall provi de temporary bracing per BCSI. Unless noted otM1erwl se, ` r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached , �_ rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1• p BC DL 7.0 PSF DRW CAUSR7175 16155187 L�� sections B3. B)or S1o, as applicable. Apply plates to each face of truss and post ti on as shown above and on A 11 the Joint Retells, unless noted otherwise. Refer to drawl nes 1b0A-Z for standard plate positions. \\ BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi si on of I TW Bui I di ng Components Group Inc. shat I not be respond bl a for any devi atl on from this e'-' .s drawing, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handl ng, shlpping, �/ AN IrweoMcxwr installation x bracing or estertrusses. QFC, 199 QV TOT. LD. 42.0 PSF SEAN- 45994 . A seal on thl s drawl ng or cover peps 11 stl ng tills drawl I tel dates acceptance of professional enol seri ng 9 71 respond bi I I ty sol ely for the deal gn shoe,. The sul tabs I I ty an use of I s drawl ng for any structure I a the �`�-,4MW.CV' DU R. FAC. 1. 15 FROM BB 8351 Rovana Cvcle respond bl I I ty of the Elul I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this Job' general notes page and these web sl tee: ALPINE: www.al pineitw.cow TPI: mew.MI nst.erg; WTCA: www.sbcindustry.corn; ICC: mew.I ccsafe.org Renews:12/3112017 SPACI NG 24.0" J REF- 1 VR87 1 75204 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ' (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - E3) Top chord 2x4 HF #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 I I, 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 load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end verti cal not exposed to wi nd pressure. factor for dead Ioad is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W1.5X4 S 2.25 2X4 III 1 4 1- 3-1-0 I, 0-5-4 i BI0-8-12 1. 5X4[10] III 2X4(A1) L-2-0-0 >J< 2-6-0 >Ic 5-5-4 7-9-8 1"12 71 I< 7-11-4 Over 3 Supports >I R=392 U=36 W=5.5" R=247 U=29 RL=74 R=209 U=2 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 01/4Oto TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 r CI IPORrANF.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 31422 Trusses require extreme c re In fabricating, handling, shipping, Instal I Ing and bracing. Refer to and followaz �. ; 7 the latest edition of Bcsl care Component safety Information, by TPI and WSCSI for safety pramhes prior .V' TC DL 10.0 PSF DATE 06/03/16 r. to perform)ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 46 5!) '9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached . BC DL 7.0 PSFrigid rigid celIing. Locations shown for permanent Iateral restraint of webs shall have bracing installed per BCSI - DRW CAUSR7175 16155188 sections 133, B7 or 1310, as app)lcabl e. Apply plates to each face of truss and post tl on as shown above and on ,4 1ILI,I O 1 I ! the Jot nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ' \V' I Alpine, a division of ITw Bni!di cg Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Tal I ure to but I d the truss I n conformance wt th ANSI/TPI 1, or for handling, sill ppi ng, AN ITW COMPANY i nstal l ati on R bract ng of trusses. N ' TOT. LD. 42.0 PSF SEAN- 45996 respons blIIty eoolelyI p '�for tor he des! 'shown.ng TThe 50l1tapilpIIty'and use eof`thls draw ng for5aany"saecturree rowel ng 4),/, "'‘F. 7,19$ QQ� OUR. FAC. 1. 15 FROM BB 8351 Aovana Circle r'esponsl nl I I ty of the Elul l al ng Deal Rner per ANSI/TN 1 sec,2. Sacramento,CA 95828 For more I nformatl on see this 3 ob•s general notes page and these web sl tes: �",7 w•GH ALPI NE: www.al pl nel tw.coTPI: www.tpi nst.oro; WTCA: www.sbcl ntlustry.com; ICC: www.1 ccsafe.org Renews:12/3182017 SPACING 24.0" J RE F- 1VR87175Z04 co, THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 01senWoods -- VERIFY VERIFY, OR - M) Top chord 2x4 HF #2 Special loads Bot chord 2x4 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at 0.00 to 70 plf at 4.00 BC- From 14 pl f at 0.00 to 14 pl f at 4.00 120 mph wind, 25.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 669.20 Ib Conc. Load at 2.06 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. Wi nd I oads and reacti ons based on MWFRS. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of thi s truss shall be braced wi th attached spans at 24" OC in Iieu of structural sheathi ng. 3X3= 1. 5X4 III ❑ 0 4-10-0 4-10-0 il Eij 20-8-12 ' 1.5X4111 3X3= 1"12 1"12 �- 3-8-8 1`i2 3-10-4 1<-4-0-0 Over 2 Supports -H R=492 U=50 R=513 U=51 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(06/8)/4(0) 16.01.00.0 ' QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-_118 `•WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! Q1�� °FF TC LL 25.0 PSF 825 N4thAve,Cornelius OR 97113 '•IlpaRrANr•• FURNISH Tris DRAWING Tb ALL CONTRACTORS INCLUDING THE INSTALLERS. ` REF 87175- 31423 Trusses require extreme care In fabri cating, handling, shl poi ng, Install lrg and bra ing. Refer to and follow s� the latest edl ti on of°CSI (Rut!di ng Component Safety Information, by TPI and WTCA) for safety praotl ccs pr;or ♦Q ��' TC DL 1 0.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary brat;ng per BCS1. Unless noted otherwise. V /// 14.59 'Q top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached W r' ri gid cel I i ng. Locatl ons shown for permanent I ateral restrat nt of webs shat I have bracing instal I ed per°CSI BC DL 7.0 PSF DRW CAUSR7175 16155189 dikh ,4 O`� 1 sectI ons B3, B7 or 810, as appl;cab,e. Apply plates to each face of trussandpost ti on as shown above and on II L J 1 the Joint Detal l s, unless noted otherwise. Refer to drawl ngs 160A-Z for standard p,ate positions. I Alpine, a d,v,sl on of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fal I ure to bui I d the truss I n conformance with ANSI/TPI 1, or for handling, sht ppl ng, AN lrw eonAPnrlY instau ati A arae;ng of trusses v TOT. LD. 42.0 PSF SEAN- 46153 A seal thi s drawl ng or cover page 1[sting till s drawl ng,I I roll utea acceptance of profess)anal ocpl neer) 9 '4•C 't y Og (� responsl bill ty sol el y for the design shown. The sul tab)l l ty and use of t 1 s drawl ng for any structure I snthe ab 9 8351 Rovana Circle rwspmsl bl l I ty of the Bull dl ng Desi goer per ANSI/TPI 1 Sec,2. ,V,`' �Q� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s j ob.s general notes page and these web s;tea: ��W. �� SPACING 24.0' ALPINE: www.al pine;tw.com; TPI: www.tpi nst.org; WTCA: www.sbcindustry.com: ICC: www.iccsafe.org J REF- 1 VR8 7 1 7 5204 Remove:12/34/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - M1) Top chord 2x4 HF #2 Special loads Bot chord 2x4 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at 0.00 to 70 plf at 4.00 BC- From 14 plf at 0.00 to 14 plf at 4.00 120 mph wind, 24.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 383.65 lb Conc. Load at 1.94 anywhere in roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. • The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X3= 1.5X4 III Ill 3-5-4 3-5-4 tg ❑j © 20-8-12 1 1.5X401 3X3-- 1" X3=1 12 3-8-8 1"12 117; 3-10-4 H-4-0-0 Over 2 Supports —H R=366 U=37 R=354 U=36 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon 503)357-2118 **WARNING!yew READ AND FOLLOW ALL NOTES ON THIS DRAWING! �OVID .OFF TC LL 25.0 PSF REF R7175- 31424 825 N 4th Ave,Cornelius OR 97113 ••1 upcsfrANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requl re extreme care In fabrl cats ng, handl log, shl ppi ng, Installing and bracing. Refer to and follow the latest edition of BCs1 (Building Component safety Information, by TPI and WTCA) for safety practices prior w�' 44.1',N, TC DL 10.0 PSF DATE 06/03/16 T. to per£ormi ng these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise. 1 46 59 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Ectad ons shown for permanent lateral restral nt of webs shall have bran ng Installed per BCS! DRW CAUSR7175 16155190 ,4 L�`� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1, I J1 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 dl vi sl on of I TW Bui!di,g Components Group 1 nc. shal 1 not be rorfori bl a for any devl atl on from thi s drawl ng, any Valiume to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, •' _e. AN ITW COMPANY nstal I afi on N braci ng of trusses. 9 v TOT. LD. 42.0 PSF SEAN- 46155 A seal on thl s drawl no or coyer page I I st1 na tills drawl ns, I nal rotes eteeptance of professi anal anal neer! iF responsi bl!I ty solely for the design slow, The sul tab'I l ty and use of this drawing for any structure Is the /_A� `'T.'9 QQ" OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the 801 I dl ng Dasi goer par ANSI/TPl 1 Sec.2. V '��.��t Sacramento,CA 95828 For more i nformati on see this,ob's general notes page and these web sl res. SPACING 24.0" JREF- 1 VR87175ZO4 ALPINE: wwg:w.al pi nei tw.com; TPI: www.tpi nst.or, WTCA: www.sbci ndustry.Com; ICC: www.i ccsafe.org r,ws•12134,2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - G) Top chord 2x4 HF #2 Special loads 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, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 pl f at 0.00 to 14 pl f at 4.00 DL=4.2 psf. BC- 17.96 I b Conc. Load at 2.00 Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. 4 I 11 8-10-4 1 __ R=13 1-0-10 0-5-4 ) 8-1 2 II 2X4(A1) L-2-0-0 >i< 1-10-3 >1< 2-1-13-J H4-0-0 Over 3 Supports H R=344 U=24 W=5.5" R=53 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2B/B 0% /4 0 16.01.00. ( ) ( ) M .,.OIP QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 'wWARNINGI••REM AND FDLLOA TES ON IS DRAWING! .��,Q F TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •wnPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. REF R 717 5 31425 Trusses requl re extreme care In fabrt call ng, handl l ng, shipping, install l ng and bracing. Refer to and follow the Iatest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior � 14659 4%.114c. TC DL 1 0.0 PSF DATE 06/03/1 6 n to Performing these functl ons. Installers shall Provide temporary bracing per BGBI. Unless noted otherwise, et., top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` IT rl gi d cel 1I ng. L«ati ons shown for permanent I ateral restrh nt of webs seal I have bracing nstal l etl per BCSI • ' M. BC DL 7.0 PSF DRW CAUSR7175 16155191 ,4 sections B3, B7 or B10, as aoppl l cable. Apply plates to each face of truss and post tI on as shown above and on X0,0^ I , the Joi nt Details, unless n ted otherwise. Refer to drawl ngs 160A-Z fmr standard pl ate post tl ens. BC LL 0.0 PSF CA—ENG CWC/CWC J ' \�11 AI pi ne, a tll vl si on of I TW Bui I dl ry Components Group Inc. shat 1 not be respond bl a For any devi ati on Fran thi s drawl ng, any fol I ure to but 1 a the truss i n conformance wl th ANSI/TPI 1, or for handl I ng, shi ppi ng, e' e' AN ITW COMPANY Installation R bracing of trusses. 9 �!�"r TOT. LD. 42.0 PSF SEAN- 46002 . A seal on Chi s drawl ng or cover page I I sti ng Ml s drawl ng, I ndl rotes acceptance of profess!onal engl neeri ng C.'4•C 7t 19$ ��{/ respond bl l l ty solely for the design shown. The sultabil lty and use of this drawl ng for any structure Is the / 8351 Rovaaa Circle respond bl 11 ty or the&Illdl ng Deal goer per Axsl/TPI ,Sec.2. �r,4N w./a�p DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I oformatl on see this lob's general notes page and these web sires: Y SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: wow.al pine)to.con; TPI: Iwo.tpi nst.org, wfCA: www.sbcl ndustry.coo; ICC: Www.I ccsafe.org Renews:12/31I2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, 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 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=-45 Rw=17 U=31 4lif 4 I/ 1 8-8-11 0-11- 0-5-4 meg 11 8-1-2 R=8 Rw=14 U=12 2X4(A1) -2-0-0-->i 1-6-0 Over er 3 Supports R=349 U=34 W=5.5" RL=20 Design Cri t: I RC2012/TPI—2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. li)113ROpf. TY:9 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon ((503))357-2118 " All WARN!NGI ww READ AND FOLLOW ANOTES ON THIS DRAWING! REF R7175- 31426 825 N 4th Ave,Cornelius OR 97113 "1 RPORTANt•• F1NtNl SH Tills DRAM NG TO ALL CONTRACTORS 1 NCLUDI NG THE 1!157!LLERS. ej 4�, TC LL 25.0 PS F Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V' the I edition of BCS! (Building Component safety Information, by TPI and wTCA) for safety practices prior X40 14859 '9 r TC DL 10.0 PSF DATE 06/03/16 T. to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise. top chord shel I have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d cei I;ng. Locate ons hewn for permanent lateral restraint of webs shat I have brae;ng I nstal I ed per roS, t. t i _ e" BC DL 7.0 PSF DRW CAUSR7175 16155192 ,4 �0�� e tl ons 83, By or 810 as applicable. Apply plates to each face of truss and position as shown above and on II 1 the point Detail e, unless noted otherwise. Refer to drawings 16DAt for standard plate positions. BC LL 0.0 PSF CA—ENG CWC/CWC Al pi neo a di vi si on of ITw But l dl ng Components Group Inc. shall not be response ble for any dove ate on from this e W drawing, any fel l rare to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, sy AN ITW COMPANY A seal ion on a bran;ng of trusses. 'F Bg Q; TOT.LD. 42.0 PSF SEON— 1497 REV . A seal on this draw ng or cover page I 1 et'ng this drawl ng, 1 ndl rates acceptance or profess!onal ental neer'ng k L 7.19 responsibll lty solely for the deal gn show[. The sultabil1ty and use of this drawl ng for any structure Is the rs�gaW.C�A� DOR. FAC. 1. 15 FROM BB 8351 Rovana Circle response hi l I ty of the Bul l di ng Desl goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see mi s f ob.s general notes page and these web si tee: ALPINE: www.al pineitw.com: TPI: www.tpi nst.org; NTCA: Anne.sbclndustry.cow ICC: eve.Iccsafe.org Renews:1213112017 SPACING 24.0" JREF— 1VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - D) Top chord 2x4 HF #2 Special loads 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, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 pl f at 0.00 to 14 pl f at 3.94 DL=4.2 psf. BC- 17.96 I b Conc. Load at 2.00 Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 1 11 +13-10-2 1 _L R=12 1-0-10 0-5-4 J13-1-0 El 2X4(Al) --- L-2-0-0 >1< 1-10-3 2-1-1-->•1 1.<3-11-4 Over 3 Supports -H R=344 U=24 W=5.5" R=52 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I. .4 i ElRQp TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Comonents of Oreon (503)357-2118 I gpORTANr•• FURNISH THIS s DRAB NG To ALL CONTRACTORS INCLUDING THE INSTALLERS."WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175 31427 _ 825 N 4Ph Ave,Comet s OR 97113 •• CO TC LL 25.0 PSF Trusses regal re extreme care In fabricating, handling, she ppl ng, Installing and bract ng. Refer to and follow � the latest edition of BCSI (Building Component Safety Information, by TPI a.WTCA) for safety practices prior 14659 '9 TC DL 10.0 PSF DATE 06/03/16 to performl ng these functions. I nstal I ers shat I provide temporary bract ng per BCSI. Unless noted otherwise, r - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locate ons shown for permanent I ateral restr int of webs shat I have bract ng I nstal I ed per BCS! . ! _.i BC DL 7.0 PSF DRW CAUSR71 75 16155193 L ecti ons B3, B7 or 1310, as applicable. Apply plates to each face of truss and poli tl on as shown above and All OJ I the Joint Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate post tl ons. n ,41 I I I Al pi ne. a di vi si on of I TW Bull di ng Components Group Inc. shat l not be response of a for any devi ate on from the e -..r. BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall are to but I the truss in conformance wlth ANSI 1, or for handl Ing, shipping, AN ITWCOMR4NY nstalIatenn a braceeg of eon., p .9 'FC 7t 110 Q�' TOT. LD. 42.0 PSF SEAN- 45998 . Asseal on 1111 s drawl ng or cover papa I 1st!ng this drawl ng, !ndl utas acceptance of profess'anal engl neer) pons)b!1 I ty sol el y for the deal gn sown. The Sul tab!1 I ty and use of t 1 s drasl ng for any structure Is nthe 8351 RovanaCrcle reaponalInIIty of the eu!lmrp Designer per ANSI 1 sec.2. �Owr G.- DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformatt on see the s j ob•s general notes page and these web sites: ALP!NE: some al pi nee tw.con; TPI: www.tpl nst.org: WTCA: www.sbci ndustry.cots: ICC, www.I ccsafe.org Renews:12!31/2017 SPACING 24.011 J REF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 I I, 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 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. 1. 5X4 III a — i 1-9-0 11 111 0-5-4 i OINIMINIJ _� 13-1-0 1. 5X4 III 2X4(A1) LE--2-0-0-->1 I": 3-9-8 1"12 'n I.E3-11-4 Over 2 Supports -->1 R=370 U=10 W=5.5" RL=33 R=116 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I,;it 11 .;, 'TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 *9NPORTANr*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31428 Trusses require extreme care In Fabricating, handling, shipping, Instal I Ing and braci ng. Refer to and follow N the latest editlon off BCS1 tt Icll nsg component safety Information, by TPI and WSCSI for safety practices prior �4�/" 14659�T '•- TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise. r. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei l i ng. Locatl ons shown for permanent lateral restrai nt of webs shall have bracing I nstal led per BCS! t x t II , BC DL 7.0 PSF DRW CAUSR7175 16155194 All sections 83 BT or B10 as applicable Apply plates to each face of truss and position as shown above and on IIL OJ`� I I the Joint Details, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pos,tlons.Al pi ne, a di of si on of I TN Bui I dl ng Components Group Inc. shat I not be responsible for any devi atI on from this e,:..a BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl I ng, shi ppl ng, v AN Irweonnaarry Instal 1 ani on a braoi ng or trusses. 9 'Fe 7.'1g99 Q(V TOT. LD, 42.0 PSF SEON- 46000 . AAseal on thl s drawl nig or cover pegs I 1 stl ng thl a drawl ng, I MI dtss acceptance of profess!onl anti neer! • tenni bill ty solely for the design shown. The sal tab'!!ty and use of this drawing for any structure Is , 8351 RoyanaCircle testa slbl l l ty of the eel ldl p Dui wrier per alal/TPI 1 .2. `�rigMw.G��►Q DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this lob•s general notes page and these web sites: ALPI NE: www.al pi nel tw.com; TPI: www.tpi net.org; WTCA: www,sbcl ndustry.com; ICC. www.i ccsafe.org Renews:12/31/2017 SPDC I NG 24.0" J RE F- 1 VR87175Z04 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 120 mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 71 4 plf at -2.00 to 74 1 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 pl f at 0.00 to 14 pl f at 3.73 DL=4.2 psf. BC- 17.96 Ib Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad 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 r-- 11 21-5-14 1 k R=9 d 1-0-10 0-5-4 JII 20-8-12 Y 2X4(A1) L--2-0-0 >L 1-10-3 >c 1-10-9—J 3-8-12 Over 3 Supports R=343 U=47 W=5.5" R=49 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p116pop, TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ""WARN/NGI""READ AND FocaLL ANOTES ON THIS CRANING! tr 825 N 4th Ave,Cornelius OR 97113 "IlaoRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 31429 - b Trusses regui re extreme care In faricating, handling, shipping, installing and bracln. Refer to and follow (Hui the latest edition of BCSI (Huding Component safety Information, by TPI aNBCA) for safety practtoes pr,Or ems.S/" 14859�T '+• TC DL 10.0 PSF DATE 06/03/16 t• to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ` r — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n rigid ceiling. Locations shown for permanent Iateral restraint of webs Shahave bran ng Installed per BCSI 6,40111231 BC DL 7.0 PSF DRW CAUSR7175 16155195 II r, �0�� sections B3, B7 or 010, as app!I cab!e. Apply plates to each face of truss and position as shown above and on ._ 1 the Joint Details, unless noted otherwise. Refer to drawings 1b0A-2 for standard plate positions. I AI pine, a dl vi si on of I TW Bul I di ng Components Group Inc. shall not be response bl a for any devl ati on from the s .,, ,, BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall ure to bul I the truss In conformance with ANSI/TPI 1, or for handl I ng, shipping, AN ITW COMPANY i nstal I ati on&brat!ng of trusses. V A seal on this drool og or cover pegs IIstilg thla drawing, Indloates acceptance of profs.'onsl engineering 9/ QFC,7,1909 Qui TOT. LD. 42.0 PSF SEON- 45986 response bl l l ty solely for the deal gn shorn. The Sul tab! Ity and use of the s drawing for any structure Is the sssl Reyanaercle responslblI Ity of the Elul Iding Oeslgner per ANSI/TP! 1 Sec.2. r/aQMW.CHAT DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this 1 ob•s general notes page and these web sites: ALPI NE: www.al pi nee tw.com; TPI; www.tpi nst.org; 11TCA: www.sbci ndustry.corn; ICC; www.1 ccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - C1) 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, 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 load 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 will 1 4 1-8-3 0-5-4 0-8-12 1. 5X4 III 2X4(A1) ic---2-0-0� 3-6-0 'l e l F 3-8-12 Over 2 Supports• �{ R=361 U=32 W=5.5" RL=41 R=107 U=8 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%B(0%)/4(0) 16.01.00. . w PTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI ww READ AND FOLLOW AL1.NOTES ON THIS DRAWING! ��. : �F TC LL 25.0 PSF REF R7175— 31430 825 N 4th Ave,Cornelius OR 97113 '•i IIPORTANT•• FURNISH THIS°MMI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'y ��r Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V DATE 06/03/16 the latest edltlon of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �((, 14659 •9 TC DL 10.0 PSF to performing these functl Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, IL top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigl d cel l l ng. Locations shown for permanent Iateral restraint of webs shall have bracing Installea per BCsI , _ BC DL 7.0 PSF DRW CAUSR7175 16155196 sections 83. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ,4 L=1I r 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 Al pl ne, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this s:, _�. drawl ng, any Pal I ure to build the truss in conformance with ANSI/TPI 1, or for handling, shi poi ng, AN ITN COMPANY I nstal I atl on&brad ng of trusses. acceptance _ n 'F^ �g " TOT. LD. 42.0 PSF SEON— 45988 resporm bl I I ty daoOel ol ygfor the deor coversign listing 1 sri og TThe hi asulroolng,tynand fusee of thl s drawl ng for structure I infhe �i{A •V 7.19 Q� 8351 Rovana Circle responsl IN l l ty of the Bul l di ng Designer per ANSI/7P! 1 See.2. r�AA,w•SNP DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web 51fes: SPACING 24.0" JREF— 1VR87175Z04 ALPINE: mew.al pl eel tw.con; TR!,teem.tpi est.org; WTCA: www.sbci ndustry.con: I CC: wwwi ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood Iot 2 01 senWoods -- VERIFY VERI FY, OR - 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, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad Wi nd I o a d s and reacti ons based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top desi gn. chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead Ioad is 1.50. 1. 5X4 III 41ulli 1 -..i111111111111111-31-4 0-5-4 4_11-1-0 2X4(A1)= 1. 5X4111 I-E--2-0-0--->1 X4III -2-0-0--->1 2-4-4 112 2-6-0 Over Continuous Support R=166 PLF U=81 PLF W=2-6-0 RL=33 PLF Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=28/8(08/8)/4(0) 16.01.00.0 QTY:2 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI w•READ AND FOLLOW ALL ROTES ON THIS DRAWING! �� .tC TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I WpIMTANTI* FURNISH THIS DRAWING TO ALL CONTRACWRS I NCLUDI ND TME INSTALLERS. �e2't �11'�"�� REF R7175— 31431 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow �- the latest etlitlon of BCSI (Building Component safety Information, by TPI and WTCA) for safety practices prior A TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unlessnnoted otherwise, iv': 1 4 659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Mi r gC DL 7.0 PSF rigid cel Meg Locatl ons shown for permanent lateral res[rai fly of webs shal l have bract ng i stat I ed per awsi I DRW CAUSR7175 16155197 T.,4 L�� se tions 83. B)or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard pi ate position= BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi si on of 1 TW Hui I dl ng Components Group Inc. shat I not be responsi hi a for any devi at!on from thi s . , drawl no, any fall ure to but id the truss In conformance vel th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I natal I dd on A bracing of trusses. g v TOT. LD. 42.0 PSF SEQN- 46203 . A seal on till s drawl Ig or cover papa I I stl RW till a drawl ng, I mel utas acceptance of proposal anal ental neer'nW Ip fr.,7,t9� responsl bill ty tel ely for the deal gn sham. The sul tabl lity and use of this drawing for any structure Is the �� 8351 Rowena Circle rosponsl bill ty of the Bull dl ng Deal peer per ANSI/TPI I See.2. 1/4N w,�W OUR. FAC, 1. 15 FROM BB sacramento,CA95828 For more Information see this job's general notes page and these web site: SPACING 24.0" JREF- 1VR87175Z04 ALPINE: www.al pi tel Ow.corn; TPI: ww tpi nst.org; WTCA: www.sbci ntlust ry.corn; ICC: lent lCcsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 live Wi nd loads 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 load is 1.50. 1.5X4 III 41 ali1 If1-3-4 0-5-4 - 1111111111111111111 11 11-1-0 Y 1.5X4 III 2X4(A1) -2-0-0—>J 2-4-4 1"12-1 2-6-0 Over 2 Support IR=337 U=21 W=5.5" RL=25 R=40 U=6 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 + Ri. QTY: 10 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 'wWARNINcl"' READ AND FOLLONALL NOTES ONTHIS ORAWIRG! ,�Q,� 0F6 TC LL 25.0 PSF REF R7175 31432 825 N 4th Ave,Cornelius Olt.97113 "I IPDRTANT'• FURNISH THIS DRAsr NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IatTrusses redltre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fellow d F�• TC DL 1 0.0 PSF DATE 06/03/1 6 the latest edition of nBCSIcti are l ding Component Safety Information, by TPI are aSCSI for safety prto and prior r• to performing these functions. Installers shall provide temporary bracing per eC51. Unless noted otherwise, CC 1 4659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r ri gl d cel I i ng. Locati ons show„for permanent I ateral restral nt of webs shat I have bract ng I nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16155198 ,4 L�� sections 83. B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on t• F the mint Details, unless noted otherwise. Refer to drawings 160A-Z fer standard plate posltien91 BC LL 0.0 PSF CA-ENG CWC/CWC I ' AI pine, a di vl si onun,' of ITN eui I do, rg Components Group Inc. shal I not be respond bl a for any devi ati on from till s e �. drawl ng, anyfall ure to build the truss in conformance with ANSI/TPI 1, or for handl I ng, sill ppl ng, AN fTW COMPANY Instailati on s bracing of tresses. ng, n y v TOT. LD. 42.0 PSF SEAN- 46006 . Arespona nI 1 seal on Illy drawl n9 or the resor cover p1 page I i sting this sul Lobi 1 I ti odl c tames acceptance s drool ng foranyst ono! I s'the 4, '`�''t,9$ ...St Q� 8351 RovanaCvcle responslen l ty or the epmmng Designer per ANSI/MI t See.2. of til 1.44 CNpQ DUR. FAC. 1. 15 FROM BB Saca,Bento,CA95828 For more information see tills Jobs general notes page and these web sites SPACI NG 24.0" JREF- 1VR87175Z04 ALPINE: www.al pineitw.com; TPI: WNW.tpinst.org; WTCA: www.sbcintlustry.com; ICC: www.iccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood Iot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, 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 Iive and L/240 total I oad. Creep increase factor for dead load is 1.50. R=-13 Rw=16 U=17 4 I- @ +1-5-14 1-0-10 0-5-4 miiim11 0-8-12If i ►i R= Rw=19 U=7 2X4(A1) 2"9 l-<-2-0-0 1-10-3 1-11-4 orOver 3 Supprc ts R=337 U=48 W=5.5" RL=27 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0°/8)/4(0) 16.01.00.0 QTY: 12 OR/-/1/-/-/R/- Scale =. 5“/Ft. Truss Components of Oregon (503)357-2118 •'WARN!NGIw'READ Atm FOLLONALL NOTESoNTHIS DRAM NG! Via '04 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ^I NPDRTANT” FIRM SN THIS DRAN7 NG TO ALL CONTRACTORS I RCLUDI NG THE INSTALLERS. REF R7175- 31433 Trusses Ire extreme care In fah,cat In handl in shi g, ng and bract ng. Refer to and follow regu g, g, ppin by Tal ll tt__ TC DL 10.0 PSF DATE 06/03/16 the latest edi ti On of et61 (BDlltli ng Component Safely InformaTl on, by TPI and RICA) for saf¢ty pracTl ces prl Or V n to performing these functions. Installers shall provide temporary bracing per°CSI. Unless noted otherwise, et / 1 465 9 I. top chord shall have properly attached structural sheat M1l ng 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 bracing I nstal I ed per°CSI r BC DL 7.0 PSF DRW CAUSR7175 16155199 ,4 L��O sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1 the Joint Details, unless noted otherwise. Refer to drawings 1,6OA-Z for standard plate positions, BC LL 0.0 PSF CA-ENG CWC/CWC I ' Alpine, a division of ITW Bulldi ng Components Group Inc. shall not be responsible for any deviation from this drawl ng, any fail ure to build the truss In conformance wl th ANSI/TPI 1, or for handl ing, shlpping, •: -. ° AN ITWCOMR4NY Installation&bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 45968 reapms nl I I ty drawl ng gtor the cover page I ISI sisttni ng tmhessdi esd ngi,tI n t°sa en e :drawl D�of�l oonoi„°,eD91 o re i:pine w9 'FC 7 't "i 8351 Roma Circle responslblllty of the Bun dl ng Designer per ANSI 1 See.2. 11) W.C�pQQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informsti on see this,ob•s general notes page and these web sites: P SPACI NG 24.0', JREF- 1VR87175Z04 ALPINE: www.al pi mei tw.con; TPI: www.tpi nst.org; RICA: www.sbcl ntlustry.con; ICC: wow iccsafe.org Rnnputa•17/411 lt17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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 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 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 11 12-6-2 1 4 r— ___k_ 1-8-10 0-5-4 iMMIIE 11-1-0 i R=23 Rw=23 U=8 2X4(A1) L-2-0-0 >l< 1-11-4 >i< 2-0-7-->-I F3-10-3 Over 3 Supports H R=360 U=20 W=5.5" RL=32 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/8(06/6)/4(0) 16.01.00.0QTY:7 OR/-/1/-/-/R/- Scale =. 5"/Ft. "" Truss Components of Oregon (503)357-2118 **WARM NGI BEAD AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 31434 825 N 4th Ave,Cornelius OR 97113 '.I(PORTANT`• FURNISH THIS DRAWING TO ALL CONTACTORS INCLUDING THE INSTALLERS. ct�tD 'OTIC TC LL 25.0 PS F Trusses regal re extreme care In fabri cat!ng, handl lug, sill ppi ng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior lea t` S' TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, CrV 1 4659 '9 ,4111N top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedBC DL 7.0 PSF ri gid cei I i no. Locati ons shown for permanent I sterol restral nt of webs sha!I have braci ng I nstal I ed per BCSI DRW CAUSR7175 16155200 �OJ` secti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on %,, 1 _.� A[1the-PAni Details, unless noted other lse. Refer to drawl ngs 160A-Z for standard plate posl ti ons. gA I Al pi cc, a di el si on of ITN Bui l dl,g Components Group Inc. shall not be respond hie for any devl ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fol l are to but I the truss in conformance wl th ANSI/TPI 1, or Co,handl l ng, shipping, •. s' AN ITW COMPANY Installation A bracing of trusses. Ni TOT. LD. 42.0 PSF SEAN- 45970 A seal on this drawing or cover paps I I sti ng tills drawl 09, Indicates acceptance of profess!onel sngi neer) 'F .s% responsl b1 I I ty sol el y for the deal gn shown. The su1 tab!I I ty and use of this drawing for any structure is nthe 9��A `'7t'" 8351 Rovana Circle rosponsi IN l i ty of the Wu!I ding(Iasi finer per ANSI IRI 1 Sec.2. oil. Wf r 00"- Sacramento, DAR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatt on see this job's general notes page and these web sites: 'MN S� ALPINE: wwew al pineitw.com: TPI: vow.tpinst or, NTCA: www.sbd ndustry.com; ICC: www.Iccsafe.org SPACING 24.0" J RE F- 1 VR87 1 7 5204 Reva"i:12134/2047 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - 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, 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 Iive Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 1.50. • R=157 U=13 11 +13-2-2 4 2-4-10 _L 0-5-4 i�l 4_11-1-0 I i R=79 U=3 2X4(A1) L-2-0-0 < 1-11-4 >l< 4-0-7 ...--1 • 5-10-3 Over 3 Supports R=375 U=17 W=5.5" RL=43 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. 1G v it.ORF QTY:7 OR/—/1/—/—/R/— Scale =. 5"/Ft. Ax Truss Components of Oregon (503)357-2118 ..WARN/NGI••READ o FOLLOW ALL NOTES ON THIS DRAWING! 4` TC LL 25.0 PSF REF R7175- 31435 825 N 4th Ave,Cornelius OR 97113 ••I1PORTANr•• NRNI SH TNI S CRAM NG TO ALL CONIRACTCRS I NCLUCI NG THE INSTALLERS. Trusses require extreme care In fabrl cati ng, handl l ng, shl ppl ng, installing and bract ng. Refer to and follow C the latest edition of BCS/ (Bui!di ng Component Safety Information, by TRI and Wed) for safety practices prior do 1 6 5!1 �QV TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Install ersushal l provide temporary bracing per SCSI. Unless noted otherwise, �r 1 4V J O top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r .41111164, rl gid cei I I ng. Locati ons shown for permanent I ateral restrai nt of webs shal I have bract ng I natal I ed per BCS/ t BC DL 7.0 PSF DRW CAUSR71 75 16155201 ,4 �� I sections 63, BT or B10, as aoppl i cabl e. Apply plates to each face of truss and post tl on as shown above and on ( the i,olnt Details:noires,s n ted otherwise. Refer to drawings 16oA-2 for standard plate position. BC LL 0.0 PSF CA—ENG CWC/CWC I Alpine, a dl vl sl TW Builtli ng Components Group Inc. steall not be respond ble For any devi atl on from this e,;, e drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shippl ng, AN ITWC.OMPANY Installation a bracing of trusses. 9 " TOT. LD. 42.0 PSF SEAN- 45972 A seal on thl s drawl ng or cover pegs I i etl rig thl s drew ng, I ndl cotes sccsptmlcs of prefessl onsl engl newel np 4 QFC.7,19$ Qri respond b1 I I ty sol el y for the deal gn shown. The su!tab!I ty and use of t l s draw ng for any structure I s the r,��;94 G��Q DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl l l ty of the Sul l dl ng Cesl goer per ANSI/r111 1 See.2. Sacramento,CA 95828 For more Information see this i ob•s general notes page and these web sl tes: SPACING 24.0" JREF— 1VR87175Z04 ALPINE: www.al pl Mel tw.com TPI: www.tpi net.org; WcA: www.sbci ntlust ry.cons ICC: www.iccsa£e.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - A3) 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, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 I R=112 U=19 11 422-1-14 1 Y 1-8-10 0-5-4 14111111111111114_2 0-8-12 1, 2X4(A1)-=-- R=55 U=5 L-1-11-4 >1< 2-0-7-->1 H3-10-3 Over 3 Supports H R=134 U=3 RL=28 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 0LN p n.,� QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 503 357-2118 **WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4, TC LL 25.0 PSF REF 87175 31436 '•I IpORTAim• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius O 97 13 43 Trusses regi l re extreme c Be in ngbCompo ng, handl I ormatpoi ng, IysTng AandTC bract ng. Refertatoc and follow the Incest edinon of BCSI <Bwlairg component Safety Information, by TN and NTCSI fOr safety pracnnes prim �et 14659 i/ TC DL 10.0 PSF DATE 06/03/16 to performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. Ctr. top chord shall have properly attached structural sheaths ng and bottom chord shall have a properly attached ri gi tl cel I I ng. Locate ons shown for permanent I ateral rostral nt of webs shat I have bran ng instal I ed per BCSI i• r BC DL 7.0 PSF DRW CAUSR7175 16155202 •,4 �� •; sections 83, BE or B10, as applicable. Apply plates to each face of truss and post tion as shown above and on he mint Uetalls, unless noted otherwise. Refer to drawings,bn0o7 for standard plate pose n ons. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pine, a di vl si on of I TY!dui dl n9 Components Group 1 nc. shat I not be responsi bl a Por any devl a<i on from thi s s., s• drawl ng, any failure to bulid the truss in conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation R bracing of trusses. 9 •FC �'19$9 f" TOT. LD. 42.0 PSF SEAN- 45974 respons bl I 1 ty sore ygor cover for the deal gn I I Btl.TThe Sul eel age I tIand tsps of eaa.I s drawl ntance of g forsany structure 1 sgthe • 8351 RonanaGyne 41 respondblllty of the Sul lding Designer per ANSI/TPI 1 Seo.]. th S44MW.CHQQ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformwti on see this i ob•s general notes page and these web sites: SPACING 24.0" J REF- 1 VR87 1 75 Z04 ALPINE: www.al pi eeltw.con: TPI: www.tpinst.erg; WTCA: www.sbci ndustry.can: ICC. www.Iccsafe.erg Renews:1213112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - A4) Top chord 2x4 HF #2 120 mph wind, 22.14 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. 4 1122-9-14 R=47 U=29 2-4-10 0-5-4 RR -11 20-8-12 4 2X4(A1126 U=18 L-1-11-4 › c 4-0-7 J l 5-10-3 Over 3 Supports R=149 RL=43 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 01 SRN.— TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS IMAWEEIGI REF R7175- 31437 825 N 4th Ave,of Oregon OR 97113 I EEHOWfAN.. F TIMI SH THE S AND NG TO ALL CONTRACTORS I N DRAM NG THE I NSTAILFAS. ''\`� TC LL 25.0 PSF Trusses requl re extreme care In fabri cat!ng, handl l ng, shl ppi ng, Instal I I ng and bract ng. Refer to and follow tV.- the latest edition of BCSI (Bollding Component Safety Information, by TPI and wTCA) for safety practices prior V 1 48 59 9 TC DL 10.0 PSF DATE 06/03/16 to perform!ng these functl ons. 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 ,41164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bran ng Installed per Bcsl ►_.i BC DL 7.0 PSF DRW CAUSR7175 16155203 ,4 P[1to sect.Joint Details, unless noted otherwise. Refer to drawings 1b0A-�for standard B3, B7 or 810, as applicable. Apply plates to each face of truss position as shown above and on the andard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi ne, a dl vi si on of 1 RV Rol I dl ng Components Group Inc. shat I not be responsl bl a for any devi at!on from thi s w'=' -e drawing, any fol l ure to build the truss In conformance with ANSI/TPI 1, or For handling, shipping, V AN ITw COMPANY I nstal l ail on A brad ng of tresses. p 9 'fC T 10 (`w TOT. LD. 42.0 PSF SEAN- 45976 A csi bl I Ion tty growl sol el ng gfeor the decover si g l isi sti ng TThe sdrawl egl I ty end cotes of tthi s drawl ngff orsaany structures snthe /v Q� 83sl Rovana circle esElonsl bl ll ty of the IWIEAI ng Desifiner ger A1151/TPJ , til Y. T64NW.CNS' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thi s)ob•s general notes page and these web sites: ALPINE: www.al pi mei tw.con; TPI: www.tpi nst.org; WTCA: www.sbci ndustry.con; I Ce www.I ccsafe.org Renews:12/3112017 SPACI NG 24.0" J RE F- 1 VR87175Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - FT1) Top chord 2x4 HF #2 Thi s "Hi p Frame" may be used in 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 drawi ng Webs 2x4 HF Std/Stud HIPFRAME1014 or HIPFR1801014 for additional information. 1.5X4 III P 1. 5X4 III A 12.65 6-7-3 6-7-3 1.5X41II JAI 0-0-4 ,ii ■ 2X4(D8R) 1.5X4 III 1. 5X4 III 1.5X4 III lac 6-1-3 1"12 'Tr R=1 PLF W=12-6-5 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 11 !p".- •TY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357.1118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAM NG! � 04. i. TC LL 25.0 PSF REF 87175- 31438 825 N 41Ave,Cornelius O 97113 *'I IPORTANTt• FURNISH THIS DRAWING To ALL (TRACTORS I NCLU11 NG THE INSTALLERS. Trusses require extreme care In fabricat,ng, handling, shipping, Installing and bracing. Refer to and follow �e the latest edition of BCS( Building Component safety Information, by TPI and aTCA) for safety practices prior „kW� 14659 4'Y ` TC DL 10.0 PSF DATE 06/03/16 n to performing these functions. Installers shall provide temporary bracing per BCS(. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid eening. Locations shown for permanent Iateral restraint of webs shall have bracing Installed per BCSI i �_.� BC DL 7.0 PSF DRW CAUSR7175 16155204 ,4 r �0�� II sAltl ons B3, B7 or B10, as app,icabl e. Apply plates to each face o£truss and post tl on as shown above and on II the Joint Petal Is, unless noted otherwise. Refer to drawings 160A,for standard plate pod ti ons. p,tie, a di vi si on of I TW Bui dl ng Components Group Inc. sha,I not be respond b,a for any dev,ati on from This BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN ITW COMPANY neral l as on&brad ng of trusses. V A R..l on MIs drawl ng or cover page Ilsting thls drawlo, Indle1 eAtes.roptance of professlon.l engln.ering 9, 't q,(1 7,AS Q� TOT. LD. 42.0 PSF SEON- 46198 pons) I I ty sal e1 y for the design slow. The suI tabl I ty and use of tm s drawing for any structure Is the �y 8351 Rovana Circle rsponsl bl n ty of the Mil dl ng Desi gner per ANSI/TPI 1 Sec.2. rygNW.GO' DU R. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more Informations see this job's general notes page and these web rites: SPACI NG 24.0" JREF- 1VR87175Z04 ALPI NE: www.al ill tial tw.corn; TPI: www.till net.org; NTC, www.sbci ntlustry.corn; ICC: www.iccsafe.org Renews:1213112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - FT2) Top chord 2x4 HF #2 Thi s "Hip 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 drawi ng Webs 2x4 HF Std/Stud :W1 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. 8-8-8 12.65 r 1 0-0-4 , I I I ■ I 2X4(D8R) 8-1-3 1"1 2 1-3z Note: Al I PI ates Are 1.5X4 Except As Shown. Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I ..!% CIG •TV:2 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 wwwARNI NGI••BEAD AND FOLLOW ALL NOTES ON THIS DRAWING! �V �� TC LL 25.0 PSF REF R7175— 31439 " 825 N 4th Ave,Cornelius 0 97113 IMpORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41'6 . re Trusses regul re extreme caIn fabrl cat!ng, handl log, shipping, Installing and bract ng. Refer to and follow the latest edition of BCSI care ming Component Safety Information, by TPI and I./ICA) for safety practices prior ' ' 1 46 59"'S' ' TC DL 10.0 PSF DATE 06/03/16 n to performing these functl ons. Installers shall provide temporary bracing per SCSI. Unl eon noted otherwl se. r. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid eel l lig. locatl ons shown for permanent I ateral restral nt of webs shall have brad ng Installed per BCSI I, ,...41101.41i BC DL 7.0 PSF DRW CAUSR71 75 16155205 All �O` sectl ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and onzl JI the_Id nt Details, unless noted°then lse. Refer to drawings 1b0A'z for standard pi ate pesltlnnc. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a di vi sl on of ITW Bui ldi ng Components Group Inc. shall not be responsible for any decal ati on from this s I' drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY i o=ral I an on a brad ng of trusses. V . A seal on this drew ,9 'fc 10: Q� TOT. LD. 42.0 PSF SEON— 46200 ng or Grover peps I I shoat ng the s ul to ng, Iran d use of thl sndr of prohasl onel enpl neer)ng O 7t responzl bl l 1 ty sol el y for the deal gn shout. me sal tab!l I ty and use of thI s draw Ig for any structure I z the Y 8351 Rovana Circle ravens!bi l l ty of the But 1 d ng Designer per ANSI/Tel 1 Sec.2. T�0 w.GO DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatI on see this job•s general notes page and lthese web 5!tes: org SPACI NG 24.0" JREF- 1VR87175Z04 ALPI NE: www.al pI tel tw.con; TR!: wow.tpi nst.orq; WTCA: www.sbcI ndustr con, ICC: www.I ccsafe. Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0616032--PARR LUMBER-HILLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R1) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Special loads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 pif at -2.83 to 1 pif at 2.78 (**) 1 plates) requi re special posi ti oni ng. Refer to scal ed plate TC- From 1 pif at 2.78 to 1 pif at 8.49 plot detai I s for speci al posi ti oni ng requi rements. TC- From 1 pl f at 8.49 to 1 pl f at 11.16 TC- -3.28 Ib Conc. Load at 2.78 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 100.07 Ib Conc. Load at 2.83 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 90.02 I b Conc. Load at 5.44 DL=4.2 psf. TC- 105.04 Ib Conc. Load at 5.66 TC- 156.79 I b Conc. Load at 8.27 Wind loads and reactions based on MWFRS. TC- 172.82 Ib Conc. Load at 8.49 Trusses to be spaced at 0.0" OC maximum. Deflection meets L/180 live and L/120 total load. Creep increase factor for dead I oad i s 1.50. Shim all supports to solid bearing. 3X3 If 1 2.83 F R=357 U=39 0-7-3 i ill • * 3X3= T2 • • 2X4(R) \\I •• 1.5X4(R) 111 Iwo 3X3 os 3X3woo = 0-8-12 3X5(**) I- 2-9-15 I' 11-1-15 Over 2 Supports R=276 U=26 W=7.778" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. s a, ,p1eRO) Y:6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-'2118 **WARNING/**READ AND FOLLOW ALL NOTES ON THIS DRAWING! '� REF R7175- 31440 825 N 4th Ave,Cornelius OR 97113 I W(RTANr*• FURNISH THI s DRAWING TO ALL CONTRACTORS INCLUDING TME I rsTALLERS. 4rc �� TC LL 25.0 PSF Trusses require extreme care in fabricating, handl ing, shi ppl ng, installing and braclrg. Refer to and follow the latest edition of BGS1 (Building Component Safety Information, by TPI and WTCA) for safety pro«lees prier 14859 9 TC DL 10.0 PSF DATE 06/03/16 1:t ir to performing these functi ons. Installers shall prowl de temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 7.0 PSF ri gl d cel I i ng. Locati ons shown for permanent I afore! restrai nt of webs shat I have braci ng I natal I ed per. BC DL DRW CAUSR7175 16155206 n ,4 PI unoted sections ons 63 BJ or 510 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Betel ls, tall otherwise. Refer to drawl ngs 160A-Z for standard plate post ti ons. : Alpine, a division of ITW oogg Components Group Inc. shall not be responsible for any deviation from this • -. BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shi ppi ng, 'V AN ITWCOMR4NY Anseeaallonithis drawl ng or covertrusses. page IetIng tens drawl ng, Indlcotes a ceptance of professional engineering 9/ QFC,JL X989 Q�j TOT. LD. 42.0 PSF SEQN- 46008 respan.i bill ty sal el y for the design shown. The sul tab111 ty and use of thl a drawl ng for any structure I s the S�/4N w*ov. DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle response bill ty of the But l dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA9582s For more Information see t„Is,ob.s genera, notes page and these web sites: SPACI NG 0.0,' JREF- 1VR87175Z04 cowALPINE: www.al pi nee tw.coTPI: wee.tpi nst.org; 'AICA: www.sbci ndustry.con), ICC: www.iccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R2) Top chord 2x4 HF #2 Special Ioads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 pl f at -2.83 to 1 pl f at 2.78 (**) 1 plate(s) requi re special posi ti oni ng. Refer to scaled plate TC- From 1 pl f at 2.78 to 1 pl f at 8.49 plot detai I s for speci al positioning requi rements. TC- From 1 pl f at 8.49 to 1 pl f at 11.16 TC- -11.94 Ib Conc. Load at 2.83 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 90.02 Ib Conc. Load at 5.44 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC TC- 88.82 I b Conc. Load at 5.66 DL=4.2 psf. TC- 156.79 I b Conc. Load at 8.27, 8.49 Wi nd loads and reacti ons based on MWFRS. 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. 3X3 R=315 U=44 k 1 WO 0-7-3 2.83 r-- 00 WI• 1 3X3 S S * 0 1.5X4(R) \\\ 2X4(R) \\\ 1.5X4(R) \11 woowok EEE 2X4(R) 1\\ _0,20-8-12 3X5(**)5-1 F2-9-15 H 11-1-15 Over 2 Supports >1 R=177 U=34 W=7.778" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 . QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN'NGI**READ AND FOLLOg ALL NOTES ON THIS DRAM NG!*I mum,* 't``t� , OFF REF R7175- 31441 825 N 4th Ave,Cornelius OR 97113 * um,* FURNI SH T I S DRAW^NG TO ALL CONTRACTORS I NCLUDl NG THE TC LL 25 E I NSTALLERs. .0 PSF Trusses require extreme care in fabrl cats ng, handling, shipping, Installing and bracing. Refer to and follow `� 4,�, the latest edition of BCS' (BulIding Component Safety Information, by TPI and WrCA) for safety practices prior 14659 9 TC DL 1 0.0 PSF DATE 06/03/16 T. to performing these functions. Installers shall prowl de temporary bracing per BCS'. Unless noted otherwise. te top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached r BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS' DRW CAUSR7175 16155207 AnII l sect!ons B3, BT or 810, as applicable. Apply plates to each face of truss and position as shown above and on s I O1�^ I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. BC LL /�A ILI, J I \VI I AI pi roe, a di vl sl on of ITW nui Idi ng Components Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shi ppl ng, e.�' •,e. AN Irw COMPANY i natal I ati on A braci ng of tresses 9 fy/ TOT. LD. 42.0 PSF SEAN- 46010 A seal on thl s drool roe or cover page I I sting tills drool ng, I nil cotes acceptance of profess)anal angl neer!ng 4. '4.C.)�198 rj/ response lid I1 ty sol el a for the design er per The sUl tab)1l ty old Use of this drawl ng for any structure l s m. Sl/�Mw.C��e1Q DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle r'esponsl bl I I ty or the&o I dl ng Nisi greet per ANSI'IPI 1 Sec.2. Sacramento,CA 95828 For more information see thi s j ob's general notes page and these web sites: SPAC IN G 0.0" J RE F- 1 ALPINE: www.al pineltw.corn; TPI: www.tpinst.org: CA: www. ICC: moo iccsafe.org VR8 7 1 7 5204 WT Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R5) Top chord 2x4 HF #2 Special loads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 pl f at -2.83 to 1 pl f at 5.59 (**) 1 p1 ate(s) requi re special posi ti oni ng. Refer to scal ed plate TC- -3.28 I b Conc. Load at 2.78 plot detai I s for speci al positioning requi rements. TC- 12.61 I b Conc. Load at 2.83 120 mph wind, 15.00 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 all supports to solid bearing. factor for dead load is 1.50. b •1 0-7-3 R=5 U=5 2.83 F— t —1-- 0 1. 5X4(R) \\\ too 1. 5X4(R) \\\ 8-1-2 1.5X4(R) \\\ 3X5(**) 2-9-15 • 0-0-0 5-7-2 Over 2 Supports R=12 U=6 W=7.778" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .., !.', QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-:118 **WARN/him**READ AND FOLLOW ALL NOTES ON THIS DRAM NG! t� F TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **I/P **ORTANTFURNI SH THIS DRAM?NG TO ALL CONTRACTORS I NCURA NG THE I NSTALLFAS. REF R7175- 31442 Trusses regui re extreme care in fabricating, handling, shi pp!ng, Installing and bracing. Refer to and follow L� the Ietert edition of nBCSI (eulIdincg Component Safety Information, by TPI apm, BCA) for safer tices for 1 46 5 9 4 TC DL 1 0.0 PSF ,41116k to performing these functions. installers shall prowl de temporary bracing per SCSI. Unless noted otherwise. : DATE 06/03/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel l I ng. Locati ons shown for permanent lateral restrai nt of webs shat I have braci ng installed per BCS/ BC DL 7.0 PSF DRW CAUSR7175 16155208 L�� I i sections 83, 87 or B10, as applicable. Apply plates to each face of truss and posi ti on as shown above and on ,4 11 the Joint Details, unless noted otherwise. Refer to drawings 100A-Z for standard plate positions _ BC LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a di vi si on of I TW Bui Id'ng Components Group Inc. shat I not be responsi bI a for any deviation from thi s drawing, any fai Iure to build the truss In conformance with ANSI/TPI 1, or for handling, shi pp! AN ITW COMPANY I nstal I ati on W brace ng of trusses. 9 ��yNr TOT. LD. 42.0 PSF SEAN- 46116 A Reel on ted s drew me or cover Papa I I sting tni s Grew eg, I edl ceras acceptance of profess)one) enol marl ng 9 QFC•)t'!99 `. response bl 1 I ty sol el y t'br the deals"shorn. The wl tab)I 1 ty and use of I I a drab ng for any structure I ethe /S,/�M W.G�PQQ DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle response bl l l ty of the Sul ldl ng Desl goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more i nfermatl on see this,nb s general note,page and these web si tee: SPACI NG 0.0" JREF- 1 VR87175ZO4 ALPINE: wow.al pi mei tw.cony TPI: www.tpi nst.orgy WTGA may sbci ndustry.cern; ICC www.I cosafe.org Renews:12131/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Windwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R4) Top chord 2x4 HF #2 Special Ioads Bot chord (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 pl f at -2.83 to 1 pl f at 5.51 (0*) 1 pl ate(s) requi re speci al positioning. Refer to scal ed pl ate TC- 11.83 I b Conc. Load at 2.62 pl of detai I s for speci al positioning requi rements. TC- -3.28 I b Conc. Load at 2.78 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere i n roof, RI SK CAT II, 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 all supports to solid bearing. factor for dead load is 1.50. 1.5X4(R) \\\ 6 R=5 U=5 0-7-3 2.83 r g 4 S 1.5X4(R) \\\ I 13-1-0 --- ---- 1.5X4(R) \\\ 3X5(**) 2-9-15 l< 5-6-1 Over 2 Supports R=12 U=6 W=7.778" Desi n Cri t: I RC2012/TPI -2007(STD) ( ) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 t a QTY:2 OR/-/1/-/-/R/- Scale =. 5“/Ft. Truss Components of Oregon (503)357-1118 "WARNING!a*READ AND FOLLOW ALL NOTES ON THIS DRAWING! �f. `ikt1 04 TC LL 25.0 PSF REF R7175- 31443 825 N 4th Ave,Cornelius OR 97113 w'111PORTANT” FURNISH THIS DRAINING TO ALL CONTRACTORS INCWDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow w DATE 06/03/16 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior C7 4,..,„4„ � TC DL 10.0 PSF A to performing these functi ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwi se, ie." 14659 top chard shall have properly attached orpe manentuI al sheathing and bottom chard shall have a properly attached ` BC DL 7.0 PSF DRW CAUSR7175 16155209 rl gitl ceiling. Locations shown for permanent lateral restrai ni of webs shall have bracing installetl per BCS! ,4 L �� sections a3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on t. 1 : the Joint Details, unless noted otherwise. Refer to drawings I,60A-Z for standard plate position=. BC LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a di vi sl on of I TW Bul I di rg Canponents Group 1 nc. shal I not be responsi bl a for any devl ati on from this drawl ng, any failure to builtl the truss In conformance with ANSI/TPI 1, or for handling, shl pp!ng, AN ITW COMPANY I neral l au on S bract ng of trusses. TOT. LD. 42.0 PSF SEON- 46114 V A seal on thl s drawl ng or cover page I I stn ng the s drawl ng, I ndl eater acceptance of profess)oral anal neerl n8 9 ,£C7 Ott responsl bl l l ty solely Pow, Dar the dealgn show. The sul tablllty and use of thl s drawl ng for any structure Is the 'q) 6ON DUR. FAC. 1. 1 5 FROM BB 8351 Roma Circle responsl IAI I ty of the Sul!di ng Desi¢ler per ANSI/TPI 1 Sec.2. Ww. Sacramento,CA 95828 For more information s e this job's general notes page and these web si tee: SPACI NG 0.0" JREF- 1VR87175Z04 ALPINE: www.al pi nal tw.can; TPI: wow tpl net.org: WIC& www.sbclndustry.corn; ICC: www.iccsafe.org RPnPWe•12/11121117 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0616032--PARR LUMBER-HI LLSBORO -Wi ndwood lot 2 OlsenWoods -- VERIFY VERIFY, OR - R3) Top chord 2x4 HF #2 Special Ioads Bot chord (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 1 pl f at -2.83 to 1 pl f at 5.21 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scal ed 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 II, 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 all supports to solid bearing. factor for dead load is 1.50. 1. 5X4(R) \\\ 1 0-7-3 2.83 �— • R=3 U=5 II • 1.5X4(R) \\\ I 0-8-12 1.5X4(R) \\1 3X5(**) 2-9-15 -I kz 5-2-9 Over 2 Supports >1 R=11 U=5 W=7.778" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGIww READ AND FDLLow ALL NOTES ON THIS DRAWING! t Q1ti� wWe, TC LL 25.0 PSF REF R7175- 31444 825 N 4th Ave,Cornelius OR 97113 '.I NPORTANT`• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. "\� Trusses regal re extreme care In fabricating, handling, sN ppi ng, Install Ing and brawl ng. Refer to and foil atm the latest edition of SCSI (But I ding Component Safety Informatl on, by TN and WrCA) for safety practices prior O ��' TC DL 10.0 PSF DATE 06/03/16 n to performing these functions. Installers shall provide temporary bract ng per BCS1. Un'essnnoted°them'se, .<N.4w 14659 -7 [op chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached .1 r ri gid cel l ing. Locations shown for permanent lateral restraint of webs shall have bracing stared per BCSI BC DL 7.0 PSF DRW CAUSR7175 16155210 A r, P[I sections B3, BT or B10, as applicable Apply plates to each face of trusstand p,,,,,, n,o1r own above and on II I the Joint Details, unless notetl otherwise. Refer to drawings 160A-Z for s andard late Itlons, BC LL I Alpine, a division of ITW Bul!di rh Components Group Inc. shall not be respond ble For any deviation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, •:• 1 AN ITW COMPANY i natal l ati on N brace ng of trusses. ' TOT. LD. 42.0 PSF SEQN- 46012 . A feel on thl s droving or cover paps I I stl nt thl s drawing, Indicates acceptance of professional 9 solely,or the des' antl Marl rig 9 '�C T t 1 g$ responsibility Y en aliepe The sult1bSec.2enduse of t la drawing for any structure la the /s1,, ac OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respoMl bl I I TY of the tui I ding nt Dnl tMr per ANSI/TPI ,Bac.R. /14l y W.c�� Sacramento,CA 95828 For more infermatt on see this Jobs general notes page and these web sites: JREF- 1VR87175Z04 PI ALNE: waw.al pi nettw.con, TPI; www.tpinst.erg; WTCA: www.sbctndustry.cony ICC: van.iccsafe.org SPACI NG 0.0" R.rWn:12'3147017 CSR Rei -� � orcing veHoer Slos LiLL/ Dior T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. 40 ,` Apply to either side of web narrow face. ,, Attach with 10d (0.128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: member lea minimum ngth, Apr 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. 4 Alternative reinforcement specified in chart below may be conservative. ME For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement ScQiJ Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. 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 2-2x400 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60I0 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 00 Center scab on wide face of web. Apply (1) scab to each I face of web. -- •wWURNISHIww READ AND FOLLOW ALL NOTES ON THIS DING I k�. TC LL PS REF CLR SU�Ost •wIMPORTANTww FURNISH THIS DRAWING ALL CONTRACTORS SUDRA THE INSTALLERS. Trusses require extreme car in fabricating, handling, shipping, installing and bracing. Refer to and I� IC DL PSF DATE 10/01/14 follow the Latest edition of BCSI (Building Component Safety Information, by TPI and SBCA)for safety 14659 / practices prior 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 1" I BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /'gl, Il-� Ing shill have bracing installed per BCSI sections B3, 87 or BIO,as applicable. Apply plates to each face BC LL PSF z: LLJ 0 \\\VJI of truss and position all shown above and on the Joint Details,unless Hated otherwise. Refer to drawings 160A-Z For standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from "",. ;'g9 Qv TOT. LD. PSF this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 9 C 9 �/ Ll installation 4 bracing of trusse �A p A seal on this drawing o cover page listing this drawing,Indicates acceptance of professional VV 4/Ix/� engineering responsibility solely for the design shown, The suitability and use of this drawing t'"'TW.u.— DUR. FAC. 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 general notes page and these web sites. Renews:1213112017 SPACING ALPINES www.alpineltw.conl TPI www.tpinst.orgi SBCA, www.sbclndustry.orgl ICC, www.iccsafe.org Gable Stud Rein-Porcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 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 2x4Brace (1) 1x4 'L" Brace d (1) 2x4 'L' Brace d <2) 2x4 'L' Brace RD (1) 2x6 'L' Brace D <2) 2x6 "L" Brace Rd 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: C Spruce-Pine-Fir Hem-Fir SPi- #1 / #2 4' 10' 8' 2' 8' 6' 9' 8° 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1 / 42 Standard #2 Stud SPF #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 U r Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' HF Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinealx■ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 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 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 F L Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0° 14' 0' 14' 0' d 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 ^r #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 _ SPF #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 CU O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pined►■ #1 5' 9' 9' 6° 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 S #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #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 SRH (Stress-Rated Board). DF__ Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' woiFor 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 O #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 S rn Ir #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: CD U HF Stud 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. 0 r 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 plf 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). d - SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 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 F 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 r Attach 'L' braces with l0d (0.128'x3.0' min) nails. About able Truss I 0 X For (U "L' brace: space nails at 2' ac. In 18' end zones and 4' o.c. between zones. Diagonal brace option: � XE YEFor (2) 'L' braces: space nails at 3' o.o vertical length may be 1i' %:. In 18' end zones and 6' o.c. between zones. doubled when diagonal "L" brncing musm m r len th.e beg Q■Brce `� Gable Vertical Plate Sizes 1 total length is 14'. 1/ \ Vertical Length No Splice 2 orLes41XonalVercallethhownleut0 0 ,J4!:at •■ ■ ■ ■ ■ ■ ■tl ■er end. ��■�■�■�■tMr�■�■ 111 ■ ■ • `, peak, splice, and heel plates. ontinuous Hearing In to the Building Designer for conditions Connect diagonal at not addressed by this detail, midpoint of vertical web. Refer to chart above for max gable vertical length, s"WARNINGIdd READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4.1% tp PRO4 REF ASCE7_10-GAB12015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabrIcating,handling,shipping,Installing and bracing. Refer to and DATE 10/01/14 follow the latestr editionerfmi BCtI(Building Component Safety !all provide, e TPI and 2x 4 DFsafety4414. of per Unless noted otherwise, top chord shall have properly attached structural sheathIng and bottom chord 4 14659 '9 DRWG A12015ENC101014 shall have a properly attached HO telling. Locations shown for permanent to teral restraint of webs 1� 11-1 =1 1��\__1 FI� shall have bracing installed per BCS! sectbns B3,B7 or B10,as applicable. Apply plates to each Face _.I f truss and pasitbn a shown above and on the Joint Details,unless noted otherwise. • Refer to drawings 160A-Z for standard plate positions. Alpine, a division of 1TW Building Components Group Inc. shall rot be responsible for any deviation from OLV AN ITWCOMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 06 0., V MAX, T❑T, LD, 60 PSF installation&bracing of trusses. 9 ,i''"A seal on this drawing or cover page listing this drawing,indicates acceptance of professional w0 'FC 7 ,9B ,i''"engineering responsibility solely for the design shown. The suitability and use of this drawing �sl A 13389 Lakefront Orive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. w Earth City,MO 63045 For w re information see {his job's general neo{es page and these web sites, �'��'•'�� MAX. SPACING 24.0" ALPINE, w w.alpMeitecoml TPI www.tpMst.orgl SOCA: w esbcMdustry.orgi ICG www.iccsafe.org Kenews:12/ST/LU1/ GaoLe Ge CoA For Let-in Verticals Gable Truss Plate Sizes About4 © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. IINiiiii4 i °Refer to Engineered truss design for peak, I:ef" splice, web, and heel plates. .,,..,,iiii,ii,....,........i O ©If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable PI I vertical O Example: 2X4 pp P en thdl 01 P yp 2X8 2X4 "T' Reinforcement Attachment Detail "T" Reinforcing 'T' Reinforcing Member Member I i Li k i to ii, O Toe-Hall - Dr - End-nail © a To convert from "L' to 'I' 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 I0d 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, Rigid Sheathing Toenalled Nails: specie, and grade of the "L" reinforcing member, • 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 4 Nails ) � (4) toenails in the top and bottom chords, 'T" Reinf, 'T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 • Truss p g 4' ac A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015ENDLO1014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 • A11530ENC101014, A12030ENC101014, A14030ENCL01014, A1603OENC101014, (1> 2x4 'L" Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A2003OEN➢101014, A2003OPED101014 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 JD PROF£ •.WARNING!..READ AND FOLLOW ALL NOTES EDI THIS DRAWING! REF LET—IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, e1.0,101"-- 4�. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and tV 14659 9 DATE 10/01/14 follow the latest edition of BCSI h(Building Component Safety Information,by TPI and SBCA) for safety , practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. TT�� T q Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN 1014 yu shall have a properly attached rigid telling, Locations shown for permanent lateral restraint of webs /' � IJ I I FI shall have bracing installed per BCSI sections B3, BJ or 810, as applicable. Apply plates to each face , / i ui�\__ of truss and position as shown above and on the Joint Details,unless Hated otherwise. v Refer to drawings 1600-Z for standard plate positions, ,w'I' •1 Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 'v �oj V AN ITW COMPANY this drawing,any £allure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 9�s `.719 QQ MAX. TOT. LD. 60 PSE \s\ Installation& bracing of trusse }} A seal on this drawing or cover page listing this drawing,indicates acceptanceof professional /IIT W.DNA engineering responsibRity solely for the design shown. The suitability and use of his drawing NN��II V DUR. EAC. ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For w re information s e this Job's general notes page and these web sites: Renews:1 2/3112 01 7 MAX. SPACING 24.0" ALPINE. w w.alpineamcomi TPI. www.tpMstorgi SBCA: w w.sbcMdustry.orgi ICC: wwwiccsafe.org ASCE 7-10: 120 mph, 30' Mean Height, Close°, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiff eners 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 psi', 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), Tope 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 A12030ENC101O14), on this detail, >K notional 2x L-reinforcement attached Nails: 10d box or gun (0128"x3",min) nails, to stiffback with 10d boxor gun (0,128" x 3", 6"min.) nails @o.c. I NNX 1 / ISI 2X4 Blocking nailed to 45° sheathing and ea' wa>< ,`P each truss (Typ) -- H II II II ®�®___ • 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end X for 560#, 611111,�` .-..-E ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails. wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4 �D PROFF �� REF GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,instating and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SECA) for safety 4jg F,p DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Q' 14659 r Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 l shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /-LLl )-IN (I shall have bracing installed per SCSI sections 03,07 or MO, as applicable. Apply plates to each face �+" / U� \__' of truss and position as shown above and on the Joint Details, unless noted otherwise. L v Refer to drawings 160A-Z for standard plate positions. 11 TW COMPANY Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from O. r AN this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, i(�,C '''g$9 !.`I MAX, T❑T, LD, 60 PSF installation&bracing of trusse AV A seal on this drawing or cover page listing this drawing,indicates acceptance of professional {�y/ w engineering responsibility solely for the design shown. The suitability and use of this drawing S��n fit.C� Sw � for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Secan�t 13389LakefrontDrive Earth City,MO 63045see For more Information this job's general notes page these web sites, ALPINES www.alpineltw.coml TPI www.tpinst.orgl SBCAi www.sbclndustry.argl ICC www.iccsa f e.arg Renews:12/31/2017 MAX. SPACING �E — 19 Frame Details Hip Frame W4X4, Min, B - • ..._. ' 24„---- �� ■ ■ Common Wall•Ill• Trusses TYP ■ ' ■ W1,5X3 ■ Ib 1, .1 Typ, ----41/4' 111111 NI ■ %+�i•��, ■ �n�+�sii��.�m� Stepped Hip ■ �+��,�i•��`�'■ System Trusses 2x4 Chords ' 2x4 Purlins ■��+�O�O�OiiOiOiOi��_■ it I!!EE!!1_I1LA trea //I/ Hip Frame* ' • • B , Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0,148"x3") W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of' hip frame to be attached to #1 hip with 10d common (0.148"x3") %nails @ 6" o,c, maximum spacing, Hip frame stops at plumb cut of Hip Frame ,jacks to maintain pitch continuity. Section B- B x Hip frame lumber is SPF, So. Pine, HF, A• or DEL Standard, Stud grade, or better. See Engineer's seated design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit Steed Hi purlins must be intact and properly attached, Setback .- - pp p Syster Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated. ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hip frame purlins. vi) PRO I ...WARNING..READ AND FOLLOW ALL NOTES ON THIS DRAWING! #/pE /CF ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, a F-�t REF HIP FRAME Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and1 4659 follow the latest edition of BCSI (Building Component Safety Information,by TPI and SECA> for safety CC DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord _.� DRWG HIPFRAME1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �LJ =F� II 1 shall have bracing installed per BCSI sections B3, 07 or B10, as applicable. Apply plates to each face lull\\V III of truss and position as shown above and on the Joint Details, unless noted otherwise. _ �J Refer to drawings 160A-Z for standard plate positions. w' - V AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 'i•F•7',A9 fy this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 'P eve-- installation `/ in tallation g bracing of trusse A seal on this drawing o cover page listing this drawing,Indicates acceptance of professional Op W.GO engineering responsibility solelyv For the design shown. The suitability and u of this drawing IAN t� Y 13389 Lakefront Drive far per structure Is the responsibility of the Building Designer ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites Renews:12/31/2017 e ALPINE. ww alpineltw.comi CPLwww.tpinst.orgl SBCA, www.sbcindustry.orgl ICC. www.lccsafe.org