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Specifications (2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - JG) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L 2400f-2.OE: 2 COMPLETE TRUSSES REQUI RED I t 2 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud Nai I Schedule:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.00" o.c. Special I oads Bot Chord: 1 Row @ 7.00" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 p f at 0.00 to 71 p f at 4.72 Use equal spaci ng between rows and stagger nails TC- From 36 p f at 4.72 to 36 p f at 9.55 i n each row to avoi d spl i tti ng. TC- From 36 p f at 9.55 to 36 p f at 32.66 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to TC- From 71 p f at 32.66 to 71 p f at 45.08 grai n requi red i n area over beari ngs greater than 4" BC- From 7 p f at 0.00 to 7 p f at 42.60 BC- From 4 p fat 42.60 to 4 p f at 45.08 120 mph wi nd, 19.57 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- 511.25 I b Conc. Load at 32.84 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 321.01 Ib Conc. Load at 0.72, 2.72 DL=3.0 psf. BC- 311.27 I b Conc. Load at 4.72, 6.72, 8.72,10.72 12.72,14.72,16.72,18.72,20.72,22.72,24.72,26.72,28.72 Wi nd I oads and reacti ons based on MWFRS. 30.72,32.72 BC- 116.90 I b Conc. Load at 34.72 I n I i eu of structural panels use purlins to brace al I flat TC @ 24" BC- 111.61 Ib Conc. Load at 36.72 OC. BC- 107.02 I b Conc. Load at 38.72 BC- 146.99 I b Conc. Load at 40.72 Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. Cal cul ated verti cal defl ecti on i s 0.79" due to I i ve I oad and 1.04" due to dead Ioad at X = 21-1-4. 1. 5X48 3X7= 6X10= 3X5= 1. 5X4 III T3 6X10= 3X5- 1.5X4 0-5-8 ar l!`I`�I'1> 4 3-71-12 - ■■ •- - ■■ - - (4,:,) 18-0-0 Y T 4X12(63) = H0508 4X5= 3X10= 4X8= 3X5--- 4X8===- X5=4X8= 4X12(A7R) H0508= 2-5-11 t-y ,4-11-13_1_4-6-13 5-10-3 „ 5-8-7 5-8-7 5-10-3 4-6-13j 5-4-9 9-6-10 5-10-3 5-8-7 5-8-7 5-10-3 9-11-6 1, 9-6-10 23-1-4 -...1..- 9-11-6 J I42-7-4 Over 2 Supports-- - - R=4503 U=407 R=4322 U=396 W=5.5" R 3 PROOF Desi gn Cri t: I BC2015/TPI -2014(STD) S PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. •" 0 4:ONpF S/ OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAW'NGI <Cj ` TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **I■PORTANT** FURNI SH THI s DRAWING To ALL CONTRACTORS INCLUDING THE 1 NSTALL F_RS. 83294PE p REF R7175- 4 5101 Trusses requi re extreme care t n fabri call ng, handl 1 ng, she ppl ng, i natal I i ng and bract ng. Refer to and fol I ow �/' DL 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WICA) for safety practices prior to performing these functions. Installers shall provide temporary bract ng per BCSI Unless noted otherwise, top chord shat I have properly attached structural sheath)ng and bottom chord shat I have aa properly attached C DL 7.0 PSF DRW CAUSR7175 17153229 rigid cel l log Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI e AilTa sections 83, 87 ur 810, as apps Icabl e. Apply plates to each face of truss and position as shown above and on 06/02/2017 w 11 ,[1=1 I r ' the Joint Details, unless noted otherwise. Refer tp drawin s 160A-Z for standard late ositlons. �e//7■I( I \v' i AI pi ne, a dI�I si en of I Tw eel I di ng Component=Group Inc. shat I not be responsi bl epfor any devl ate on frim th15 OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fat I ore to but I d the truss i n conformance vel th ANSI/TPI 1, or for handl 1 ng, shi ppi ng, AN ITW COMPANY i natoilet on R braei ng of trusses 3 TOT. LD. 42. 0 PSF SEON- 116069 ICY 14,�Od4 �� A sens al on this drawl ng or cover page IIsting this drawl ng, Indicates acceptance of professional snglering - -- - - respond bill ty sol el y for the deal gn shown, The sol tab)I I ty and use of this drawl ng for any structure I s the s� fl Tao. DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bill ty of the Bull di ng Designer per ANSI/rP1 1 Sec.2. Sacramento,CA 95828 For more t nformati on see this Job's general notes page and these web sl tea SPAC I NG 24.0" J REF- 1 W1 B7175Z03 ALPINE: www.al pineltw.com. TPI: www.tpinot.org. WiCA: www sbclndustry corn ICC-. www i ccsafe org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J) Top chord 2x4 HF #1&Bet. :T3 2x4 HF #2: 120 mph wi nd, 19.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF SS :B2 2x4 DF-L #2: anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC :B3 2x4 HF #1&Bet. : DL=3.0 psf. Webs 2x4 HF Std/Stud Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Cal cul ated hori zontal defl ecti on i s 0.15" due to I i ve I oad and 0.11" design. due to dead I oad. I n Iieu of structural panel s use purlins to brace alI flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase Cal cul ated verti cal deflection i s 0.52" due to I i ve I oad and 0.98" due factor for dead I oad i s 2.00. to dead I oad at X = 24-2-1. 5X7--- 5X7 3X5- --- 1.5X4 Iii 3X5-s----- — - 6 3X5 4 rT3 4 4-5-12 0-5-8 B2 40V°' - o W rT, - ,.., 18-0-0 II 4X8(B1OR) : 1. 5X4 III 3X5 4X5= 3X10= H0308= B3 1. 5X4 Ill H0308= 3X5- 4X8(A2) 2-5-11 -,--r -6-2-13 —5-9-13-- 5-11-13 —6-1-9—+5-11-13 5-9-13 f< 6-7-9—H L 12-0-10 _ _ _ 18-1-4 _ _ _L _ 12-5-6 _ J I42-7-4 Over 2 Supports - - - - R=1805 U=79 R=2006 U=93 W=5.5" RL=73/-68 Design Cri t: I BC2015/TPI -2014(STD) �,�EO PROFFS PLT TYP. 20 Gau.e HS,Wave FT/RT=2%(0%)/4(0) P16.01. �� c EN `rte, OR/-/1/-/-/R/- Scale =. 125"/Ft. Tr sComponentsofOregon (503)357-2118 '•WARNINGI.'READ AND FOLLOM'ALL NOTES ON THIS DRAIN NGI Al �� TC LL 25.0 PSF REF R7175- 45102 825 N 4th Ave,Cornelius OR 97113 "1 TANr'• FURNI SH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol lowD L 1 0.0 PSF DATE Ob/02/1 7 the latest edition of BCSI (Bui!di ng Component Safety Information, by TPI and WTCA) for safety practl ces prior to perform!ng these functions Installers shall provide temporary bract ng per BCSI Unless noted otherwl se, top chord shall have properly attached structural sheathl ng and bottom chord shall have a properly attached ,011164 rl gl d cel I I ng Locate ons shown for permanent I ateral restral nt of webs shat I have bract ng I natal I ed per BC51 1 :C DL 7.0 PSF DRW CAUSR7175 17153230 ra sections 63, 67 or 810, as app!lcabl e. Apply plates to each face of truss and pose tl on as shown above and on 06/02/201 7 Ail ' the Joni nt netal ls, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post t ons. �!-�■ ,L�� N OREGON BC LL 0.0 PSF CA-ENG BFR/RTT 1 Alpne, a di vl si on of ITW Buildi g Components Group Inc shall not be responsible for any devl ate on frau this drawl ng, any fallure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shl ppi ng, AN ITW COMPANY i natal I atl on A brace ng of trussese TOT. LD. 42.0 PSF SEON- 116072 oral u A seal on this drawl ng or cover page I I sti ng this drawl ng, Indicates acceptance of profess!ol •ngI n••ri ng (/ `ZLY 14,4 — ___-- resp��bi ty o l the Bu�I the gas9 per TheANSI/TPI t1hl�t2 said use of this drawl ng for any structure l s the 6.e.ell Tan a DUR. FAC. 1. 15 FROM B B 8351 Rovana Circle _ Sacramento,CA 95828 For more Information see thl s)ob's general notes page and these web si tear SPACI NG 24.0" J REF- 1 W1 B7175Z03 ALPINE. waw.alpineetw.come TPI- www.tpinst.org. WTCA. www.sbclndustry com. ICC www.iccsafe org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J1) Top chord 2x4 HF #1&Bet. :T2 2x4 DF-L #2: (**) 2 pl ate(s) requi re special posi ti oni ng. Refer to scaled pl ate :T3 2x4 DF-L #1&Bet. : plot detai I s for speci al posi ti oni ng requi rements. Bot chord 2x4 HF SS :B2 2x4 HF #2: :83 2x4 HF #1&Bet. : 120 mph wi nd, 20.41 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Webs 2x4 HF Std/Stud :W2, W4, W6, W8 2x4 HF #2: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Cal cul ated horizontal deflection i s 0.16" due to I i ve I oad and 0.11" due to dead I oad. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web member. Attach wi th 10d Box or Gun nai I s (0. 128"x3",mi n.) @ 6" OC. I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.50" due to I i ve I oad and 0.70" due to dead Ioad at X = 21-1-4. 6X6= 5X7= 1. 5X4 III 3X5% T2 $ 3X5 4 r W4 W. V W8 ,.. = T3 4 5-3-12 0-5-8 W2 s if W .. , "`�a) • 418-0-0 4X8(B1 OR) = 1.5X4 III H0312= 623X10= 3X5------ 13 5X4 HI 3X5(**) = H0312(**) = 4X8(A2) 2-5-11 FE-7-5-13 + 7-0-13 + 6-6-10- + 6-6-10 + -7-0-13 >f 7-10-9--H 1. 14-6-10 13-1-4 14-11-6 J l 42-7-4 Over 2 Supports R=1877 U=80 R=2053 U=94 W=5.5" RL=85/-80 Ep PROF Desi gn Cri t: I BC2015/TPI -2014(STD) #,� FS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 'rpt. • d FF `s/ OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWI NG! �/ tj TC LL 25,0 PSF 825 N 4th Ave,Cornelius OR 97113 "I I/PORTANT.' FURNI SH THI5 DRAMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 14 832941'E REF R7175- 45103 Trusses require extreme care in fabricating, handling, shlpping, Installing and bracing. Refer to and follow CrJ D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices pal or to performing these functions installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attached ri gid cei I I ng Locate ons shown for permanent I ateral restrai nt of webs shat I have brace ng I nstal I ed per eCSI :C DL 7. 0 PSF DRW CAUSR7175 17153231 T. sections 83, 87 or 810, as applicable. Apply plates to each face of truss and posi tl on as shown above and on 06/02/2017 A P II E 0 N I ; the Joint Details,:noires,s noted otherwl se. Refer to drawln 5 160A-Z for standard late osl tl ons. //1■ 1U I \V1 I Alpine, a di vi sl oTW 8ufldi ng Components Group Inc. shall not be response bla for any deviation from SKIS OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel Iure to build the truss in conformance with ANSI/TPI 1, or for handl l ng, shlpping, A AN ITWCOMPANY installation ft bracing of trusses t?/Ly14,20cp TOT. LD. 42.0 PSF SEAN- 116075 A seal on this drawl ng or cover page II stl ng the s drawl ng, Indi Utes acceptance of profess!oral engi neer!ngfro ---- - rasponsl bill ty solely for the design shown. The suitability and use of this drawing for any structure Is the ss a��Tan • DU R. FAC. 1. 1 5 FROM B B 8351 Rovana Circle response bill ty of the Building Desl gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see this 3 ob's general notes page and these web sl tes SPACING 24.Q" J REF- 1 W1 B7175Z03 ALPI NE: www.alpineltw.coo- TPI: www.tpinst.org. WTCA: www.sbcindustry com-. ICC- www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J2) Top chord 2x4 HF #2 :T1 2x4 HF #1&Bet. : 120 mph wi nd, 20.82 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF SS :B2 2x4 DF-L #2: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC :B3 2x4 HF #1&Bet. : DL=3.0 psf. Webs 2x4 HF Std/Stud :Lt Wedge 2x4 HF Std/Stud: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Cal cul ated horizontal defl ecti on i s 0.16" due to I i ve I oad and 0.10" due to dead I oad. I n I i eu of structural panels use purlins to brace al I fl at TC c 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.55" due to I i ve I oad and 0.68" due to dead I oad at X = 25-3-10. 5X7= 3X5= 5X7= 1. 5X4 1. 5X4 3X5-%-:=3- --.--..d ., L5 3X5 T 3X5 ` 4 T1 rille-N, 4 6-1-12 0-5-8 \"J 4X12(62) = 3X5= H0312= B2 3X10= B3 3X5= 3X12(61) 3X7==- H0312 2-5-11 ts I t: 5-18-9 ..,1_ 5-6-9 '8-3513-9 >1.c4-0-18-1-4 0-10. 5-6-98-3-13_i_ 5_6-9 1 9-169 -5 1 17-0-10 8-1-4 J_. 17-5-6 J I< 42-7-4 Over 2 Supports R=1952 U=81 R=2127 U=96 W=5.5" RL=96/-91 �Ep PROFF Desi gn Cri t: I BC2015/TPI -2014(STD) � `SS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. .4% �NFF 'O OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 ••wARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAPING! 83294PE TC LL 25.0 PSF 1 REF 87175- 45104 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'• FORM SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol lowC I L 1 0 DATE 06/02/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior .0 PSF to perform)ng these fundi ons. Installers shall prowl de temporary bract ng per BCSI Unless noted otherwl se, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ,041164 ri gid cei I I ng. Locatl ons shown for permanent I ateral restraint of webs shat I have bracing i notal I ed per BCSI06/02/2017 •C DL 7.0 PSF DRW CAUSR7175 17153232 Ta sections B3, 07 or 010, as applicable. Apply plates to each face of truss and poslti on as shown above and on A 11 II O 1 I [ , the pi,noel nt Oetal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate Posit)ons. SII,■ I[f_ ) I \v' OREGON CLL 0.0 PSF CA-ENG BFR/PTT I Al pl ne, a di vi sl on of I7W Bulldi ng Components Group Inc. shall not be respond ble for any deviation from this drawl ng, any fel lure to but I thetruss In conformance vel th ANSI/TPI 1, or for handl ing, shl ppi ng, AN ITW COMPANY I notal I atI nn R bract ng of trusses (, 11tY 14,204 fqi TOT. LD. 42.0 PSF SEAN- 116078 A seal on this drawl ng or cover page IIsting thls drawl ng, Ind!cotes acceptance of professional engineering S responsl bill ty solely for the des!gn show,. The sul tab)I I ty and use of thl s drawing for any structure Is the S e l I Tao' DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsibility of the Building Des'gnar per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this job's general notes page and these web sI tee: Renewal 6/30/2018 SPACI NG 24.0" J REF- 1 W1 B7175Z03 ALPI NE- wwwal pi net tw.corn TPI: wwvw tpl net.ors: WTCA: www.sbci ndustry.corn; ICC. www Iccsafe ors THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J3) Top chord 2x4 HF #2 :T1 2x4 DF-L #1&Bet.: 120 mph wi nd, 21.24 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located :T5, T6 2x4 DF-L #2: anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bot chord 2x4 DF-L 2400f-2.OE :B2 2x4 DF-L #2: DL=3.0 psf. :B3 2x4 HF #1&Bet. : Webs 2x4 HF Std/Stud :W10 2x4 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Cal cul ated hori zontal defl ecti on i s 0.17" due to Iive I oad and 0.10" due to dead I oad. (a) #3 or better scab rei nforcement. Same si ze & 80% I en th of web member. Attach wi th 10d Box or Gun nai I s (0. 128"x3",mi n.) @ 6" OC. I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor I oad applied per IBC-15 section 1607. for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.56" due to Iive I oad and 0.63" due to dead I oad at X = 19-2-6. 6X8-------- 5X7 5X7= 3X7 5X7 .- 4 T 1. 5X4 3X5% 3X5= T 1.5X4% - 6-1-12 4 r , 4 6-11-12 0-5-8 Ti T6 1 i s � 11111!!!Pr . „ �� 0 18-0-0 _' 4X8(B1) = 3X5= H0308= B2 3X10--- =H0312 B3 6X8= 4X12(B7R) 3X5= 3X5 1-1-4 2ri 5-11-9 .d... 5-6-9 ...L. 5-6-9I 2-6-0 6-4-9 6-4-9_ 7-2-5 �, 8-8-13 —I— 8-3-13 3-7- 9-6-13 --I 10-4-9 0-0 1_,.. 17-0-10 L.--?--6- 11-4 19-11-6 _J 1 42-7-4 Over 2 Supports R=2088 U=81 R=2215 U=96 W=5.5" RL=107/-102 Desi gn Cri t: I BC2015/TPI -2014(STD) ,411- .NOFFS'S/ - - - - PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 0• E' O,� OR/ /1/ / /R/ Scale =. 125 /Ft. Truss Components ofOregon (503)357-'118 "WARM NGl•"READ AND FOLLOW ALL NOTES ON THIS DRA�INc! (V 83294PE 'Q TC LL 25.0 PSF REF R7175- 45105 825 N 4th Ave,Cornelius OR 97113 "I'PORTANT" BARD SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bract ng. Refer to and follow ' C D L 10.0 PSF DATE 06/02/17 the latest edl tl on of BCSI (But!di ng Component Safety 1nformatl on, by TPI and'MCA) for safety practices prl or to performing these functions. Installers shall prowl de temporary bract ng per BCSI. 1lnl ass noted otherwise. top chord shall have properly attached structural sheathl ng and bottom chord shall have a properly attached ,0011,64 ri gid cel I i ng Locati ons shown for permanent I ateral restraint of webs shat I have braci ng i natal I od per BCSI 06/02/2017 C DL 7.0 PSF DRW CAUSR7175 17153233 l A sections 83, 07 or 1310, as appl lcab!e. Apply plates to each face of truss and posi ti un as shown above and on A J 1 ! i the Joint Details, unless noted otherwise. Refer to drawings tbOA-Z for standard plate positions. OREGON JBC LL 0.0 PSF CA-ENG BFR/RTT I \V' I Alpine, a dlvl!.,n of ITw Bute dl ng Components Group Inc. shall not bef respond ble for any devl atl on from this drawing, any Val lure to but I the truss In conformance vel th ANSI/TPI 1, or for handling, shipping, {�� AN ITW COMPANY installation a bracing of trusses 4 ytY 14,204 tm TOT. LD. 42.0 PSF SEAN- 116081 A seal on this drawl ng or cover page I I sting this drawl ng, Indl cat's acceptance of professional engl neer)ng S 1 -- — responsibility solely for the design shown. The suitability and use of this drawlrg for any structure Is the 8 ell Tail DU R. FAC. 1. 15 F ROM BB 8351 Rovana Circle responsibility of the Building Designer par ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see thi s J ob.s general notes page and these web SI Res: Renewal 8/30/2018 SPACI NG 24.0" J REF- 1 W1 B717 5Z03 ALPINE: www.al pi nai tw.cam• TPI: wwwtpl nst.org; wrCA: www.abet ndustry.cam. ICC: www iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J4) Top chord 2x4 HF #2 :T1 2x4 DF-L 2400f-2.0E: (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate :T4, T5 2x4 DF-L #2: pl of detai I s for speci al posi ti oni ng requi rements. Bat chord 2x4 HF #1&Bet. :B1 2x4 DF-L 2400f-2.OE: Webs 2x4 HF Std/Stud :W2, W6, W8 2x4 HF #2: 120 mph wi nd, 21.33 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Cal cul ated hori zontal defl ecti on i s 0.18" due to Iive I oad and 0.10" DL=3.0 psf. due to dead I oad. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member (a) #3 or better scab reinforcement. Same si ze & 80% I ength of web design. member. Attach wi th 10d Box or Gun nai I s (0.128"x3",mi n.) @ 6" OC. I n I i eu of structural panel s use purl i ns to brace al I flat TC w 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. I oad applied per IBC-15 section 1607. Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease Cal cul ated verti cal defl ecti on i s 0.59" due to Iive I oad and 0.64" due factor for dead I oad i s 2.00. to dead load at X = 22-1-4. 5X10= 3X7 5X7 5X7-- 4 — — 3X5 T I3X5% '—ewe T4 1. 5X4 i 5-3-12 0-5-8 T1 W6 4 r (1,I),, , 4 7-1-15 a ''�, W:-Ia) T5 e7 _ 18-0-0 1 f 4X801) = B11. 5X4 III H0312= 3X5z-- 4X8= H0312 3X5(**) = 3X5r---- 4X12(B7R) =--- 2-5-11 — —y 7-0-13 7-5-13 �� 7-0-13 >I ' 5-6-10 yI 6-6-12910-2 6-6-12I —10-77 -8 14 L 14-6-10 2°11 5-6-10.J_ 20-6-0 --.1 I 42-7-4 Over 2 Supports R=2204 U=82 R=2224 U=97 W=5.5" RL=82/-81 Rso PROF Desi gn Cri t: I BC2015/TPI -2014(STD) ,cel. s'S PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. ft% .GAN e... ip OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-.118 •'WARM NGI"READ AND FOLLOM ALL NOTES ON THIS DRAM NGI tl/ REF R7175- 4 5106 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.' FURNISH THIS DRAMA NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE • TC LL 25.0 PSF Trusses require extreme care In fabri call ng, handl ing, shl eel ng, install ing and bracing. Refer to and fallow IC the I atest Edi tion of BCSI (Bui 1 dl ng Component Safety I nformatl on, by TPI and wTCA) for safety practices prl or DL 10.0 PSF DATE 06/02/17 to perform'ng these functions. Installers shall prowl de temporary bract ng 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. Locati ons shown for permanent I afetal restrai nt of webs shat I have braci ng i metal I ed per BCSI 06/02/2017 C DL 7. 0 PSF DRW CAUSR7175 17153234 sections B3, 87 or 810, as app'lcab'e. Apply plates to each face of truss and position as shown above and on ■i .. � I'I ; the Joent Details,:noire,. nless noted otherwi pe. Refer to drawl ngs 160A-Z for standard plate post tl ons. ' \v' I AI pl ne, a dl vI si on of I Tw Bui I di r,g Components Group Inc. shat I mat be responsi bl a for any devi atI on from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fol lure to but I the truss In conformance wi th ANSI/T171 1, or for handling, shl ppl ng, 1 y• AN ITW COMPANY I nstal I a t I on c bra,ng of trusses 4 VtY 14,zoo �� TOT. LD. 42.0 PSF SEQN- 116084 A seal on this drawl ng or cover page Il sting this drawl ng, Indicates acceptance of professional engineering — responsi bi 1 I ty sol el y for the des!gn shown. The sui tabi 1 I ty and use of this drawl ng for any structure I s the ell T>a DU R. FAC. 1. 15 FROM B B 8351 Roxana Circle responslbl,lty of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this J ob•s general notes page and these web si tes, Renewal 6/30/2018 SPACING 24.0" J REF- 1 W1 B7175ZO3 ALPINE: www.al pi mel tw.corn• TPI: www.tpl net.org: 1VTCA: www.sbci ndustry.corn: ICC. www.Iccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J5) Top chord 2x4 DF-L #1&Bet. :T4, T5 2x4 DF-L #2: 120 mph wi nd, 21.33 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #1&Bet. :B1 2x4 DF-L 2400f-2.0E: 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 :W9 2x4 HF #2: DL=3.0 psf. Cal cul ated horizontal defl ecti on i s 0.18" due to I i ve I oad and 0.10" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member due to dead I oad. design. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" member. Attach wi th 10d Box or Gun nai I s (0.128"x3",mi n.) @ 6" OC. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.61" due to I i ve I oad and 0.65" due to dead I oad at X = 22-1-4. 4X5: 3X7 6X8= 5X7 4 r 6X6= - 3X5= N, T4 1. 5X4 3X5= 11111111r 'a4,1,1110000„ 7-1-15 '�, 4 4-5-12 = 0-5-8 4 r ONWe'''_(a) 5 1 i a . „ . 18-0-0 1 4X8(61) = B1 3X5---- 4X12= 6X8-- H0312 1. 5X4 III 4X12(B7R) H0312= 3X5-=- 2-5-11 ----,- 6-2-13 --y6-2-13 5-9-13 4-0-5 4-0-5 6-6-12 6-6-12 7-4-8 6-2-13 5-9-13 8-0-10 9-10-2 10-7-14 12-0-10 -0-0 8-0-10 20-6-0 1< 42-7-4 Over 2 Supports R=2212 U=82 R=2231 U=97 W=5.5” RL=82/-81 Eo PROF Desi gn Cri t: I BC2O15/TPI -2014(STD) ,( .`rS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. •eG-0 c34NE. �O OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-!118 **WARNING!** READ AND FOLIO/ALL NOTES ON THIS DRAM NGI 4/ REF R7175- 45107 825 N 4th Ave,Cornelius OR 97113 "1 RpORTANT'• FURNI SN THIS DRAMA NG To ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. 83294PE TC LL 2 5.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bract ng. Refer to and follow 0.00 ' D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practices prl or to performing these functions Installers shall provide temporary bract ng per BCSI. Unless noted otherwise. top chord shat I have properly attached structural sheatht ng and bottom chord shat I have a properly attached CDL 7.0 PSF DRW CAUSR7175 17153235 ,041164 rl gid cel l ing. Locations shown for permanent lateral rostral nt of webs shall have bract ng Installed per BCSI i Te sections B3, 87 or B10, as applicable. Apply plates to each face of truss and puri ti un as shown above and un 06/02/201 7 ,4 ILIO U I . the Joint Oetal ls, unless noted otherwl se. Refer to drawl ngs 160A-z for standard plate positions. I Alpine, a di vi sl on of ITW Building Components Group Inc. shall not tee responsible fnr any deviation fr nm This OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fol I ore to build the truss In conformance with ANSI/TPI 1, or for handl ing, shi ppl ng, AN ITWCOMPANY instalIatlnn R bracing of trusses 4 `O 94 Z0c rxeTOT. LD. 42.0 PSF SEAN- 116089 A seal on this drawl ng or cover page IIsting this drawl ng, I ndl cotes aptance of professional engineering S1 ' ( — — responslblllty solely for the design shown. The sultabiilty and use of this drawl ng for any structure Is the 3 e tf Tar a DU R. FAC. 1 15 FROM BB 8351 Rosana Circle responslblllty of the 501 I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more 1 nformatl on see this job's general notes page and these web si tea Renewal 6/30/2018 SPACI NG 24.0" J REF- 1 W1 B7175Z03 ALPINE: www-al pi mei tw.corn• TPI wwwtpi nst.org WICA: www.sbci ndustry.corn. ICC www.Iccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - J6) Top chord 2x4 HF #2 :T1 2x4 DF-L #2: 2 COMPLETE TRUSSES REQUI RED I 4 Bot chord 2x4 HF #2 :B1 2x6 DF-L 2400f-2.0E: Webs 2x4 HF Std/Stud :W12 2x4 HF #2: Nai I Schedul e:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 1 Row @10.25" 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 -2.47 to 71 p f at 9.95 Use equal spaci ng between rows and stagger nails TC- From 71 p fat 9.95 to 71 p fat 11.95 i n each row to avoid splitting. TC- From 71 p fat 11.95 to 71 p fat 22.50 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to TC- From 71 p f at 22.50 to 71 p f at 45.47 grai n requi red i n area over beari ngs greater than 4" BC- From 4 p f at -2.47 to 4 p f at 0.00 BC- From 14 p fat 0.00 to 14 p fat 43.00 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate BC- From 4 p f at 43.00 to 4 p f at 45.47 pl of detai I s for speci al posi ti oni ng requi rements. BC- 3810.17 I b Conc. Load at 2.14 120 mph wi nd, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wi nd I oads and reacti ons based on MWFRS. anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" OC. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. 5X10---=-- a 5X7 1. 5X4 T 4X50 5X7= 3X7 I T1 4 _ ---54 7-1-15 3-7-12 _ _ .. .,. _ �, 18-0-0 1 61 4X5= 5X7= 3X10= 4X8= 4X12(A7R) =3X7(**) III 4X5(A2) 2-5-1 11-0-0 2�y 2-3-4 ›.... -1-§„4-6-13,2'3_,c5-3-5 5-3-5 6-6-12 6-6-12 7-4-8 xx23_43-1-5 4-6-13 2' 5-3-5 5-3-5 9-10-2 i 10-7-14 9-11-6 -o-. 10-6-10 20-6-0 k 43-0-0 Over 2 Supports R=5648 U=380 W=5.5" R=2193 U=137 W=5.5" Note: Al I PI ates Are 3X5 Except As i Shown. Design Crit: I BC2015/TPI -2014(STD) .<<G��D PROFFS'S, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ie ? G-.GANFtr ip OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 '*WARN!NGI"' READ AND FOLLOW ALL NOTES ON THIS DRAW!NGI /. a 825 N 4th Ave,Comelius OR 97113 ••!!PORTANT•• FURNISH THIS ORANI NG To ALL CONTRACTORS INCLUDING THE INSTALLERS. i83294PE • TC LL 25.0 PSF REF R7175- 45108 Trusses requi re extreme care I n fabri call ng, handl I ng, shi pp!ng, I nstal I Ing and bract ng Refer to and fol I ow ,/ DL 1 0.0 PSF DATE 06/02/17 the latest edition of BCSI (But ldi ng Component Safety Information, by TPI and WTCA) for safety practices prior to perform'ng these functions Installers shall provide temporary brae'ng per BCSI. Unless noted otherwise, fop chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached ,4111164 ri gid cel ling Locati ons shown for permanent I ateral rostral nt of webs shat I have brae'ng i nstal I ed per SCSI L 2 :C DL 7.0 PSF DRW CAUSR7175 17153300 rrr111 Ta sections B3, 87 or B10, as applicable. Apply plates to each face of truss and puri ti on as shown above and on OV/OL/�O 17 A�I Olil I I the Jol nt Octal I s, unl ass noted otherwl se. Refer to drawl ngs 16oA-Z for standard plate pest ti ant. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT �1�,■( lU J I \v' � Alpine, a di vl si on of ITW Building Components Group Inc. shall not be respond ble for any devi"ft'on from this drawl ng, any fat lore to build the truss In conformance vel th ANSI/TPI 1, or for handl I ng, shl ppl ng, AN ITW COMPANY i nstal I at nn R bract ng of trusse `s 4Y 142646 � --0 TOT. LD. 42.0 PSF SEAN- 116061 1q A seal on this drawl ng or cover paps I I at'ng this drawl , I ndanal l cotes acceptance of professional enpi neer)ng $s ' -- - responsl bi 11 ty sol el y for the deal design shown. The Sul tab'I I ty and use of this drawl ng for any structure I s the e r T a DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsibility of the But l ding Desi goer par ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this}ob's general notes page and these web sites Renewal 6/30/2018 SPACING 24.0" J REF- 1 W1 B7175Z03 ALPINE: wwwal pi nai taw.Com- TPI: wwwtpi nst.org•. WTCA: www-sbci ndustry.corn, ICC www.i ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - KG) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L 2400f-2.OE: 2 COMPLETE TRUSSES REQUI RED I t 1 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: Nai I Schedule:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 1 Row w 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 -2.47 to 71 p f at 9.95 Use equal spaci ng between rows and stagger nai I s TC- From 36 p fat 9.95 to 36 p fat 19.05 i n each row to avoid splitting. TC- From 36 p fat 19.05 to 36 p fat 31.05 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to TC- From 71 p f at 31.05 to 71 p f at 43.47 grain required in area over bearings greater than 4" BC- From 4pfat -2.47 to 4pfat 0.00 BC- From 7 p fat 0.00 to 7 p fat 14.00 120 mph wi nd, 19.57 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 p fat 14.00 to 7 p f at 27.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 7 p f at 27.00 to 7 p f at 41.00 DL=3.0 psf. BC- From 4 p fat 41.00 to 4 p fat 43.47 TC- 511.25 b Conc. Load at 9.89,31. 11 Wi nd I oads and reacti ons based on MWFRS. BC- 146.99 b Conc. Load at 2.01,38,99 BC- 107.02 b Conc. Load at 4.01,36.99 I n I i eu of structural panels use purlins to brace al I fl at TC @ 24" BC- 111.61 b Conc. Load at 6.01,34.99 OC. BC- 116.90 b Conc. Load at 8.01,32.99 BC- 311.27 b Conc. Load at 10.01,12.01,14.01,16.01 Deflection meets L/360 I i ve and L/240 total I oad. Creep increase 18.01,20.01,20.99,22.99,24.99,26.99,28.99,30.99 factor for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.74" due to I i ve I oad and 0.96" due to dead load at X = 24-0-13. 4X8 3X5 6X10-- - 3X5-= 1. 5X4 III 6X10 3X5 T2 r T3 R1 T 4 _ W4 i W6 W: 4 3-7-12II �- 18-0-0 Y IIT ° III \i ' 3X5= H0510= 4X12= 3X5= 1. 5X4 III � 4X12(A7R) = 5X5= 4X12(A7R) 2-5-11 H0510= 2-5-11 "-' 1. 5X4 III �y 5-4-9-. 4-6-13f-6-11-13 > 7-1-9 + 6-11-13 4-6-13 E--5-4-9-H I_ 9-11-6 -I- 21-1-4 _I. 9-11-6 _I Hz 41-0-0 Over 2 Supports R=4273 U=394 W=5.5" R=4273 U=394 W=5.5" Desi gn Cri t: I BC2015/TPI -2014(STD) BEV PRO�e� PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01. V .�`war,v.,S 5 OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 '*WARNI NGI" READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI ,,AA NI825 N 4th Ave,Cornelius OR 97113 '•IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. bV ((, /A TC LL 25.0 PSF REF R7175- 45109 Trusses requi re extreme care I n fat],call ng, handling, shi ppi ng, installing and bract ng. Refer to and fallow 83294PE the latest edition of BCSI (Bei!di ng Component Safety Information, by TPI and WTCA) for safety practices prior Q' ' DL 10.0 PSF DATE 06/02/17 to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwl se, top chord shat I have properly attached structural sheaths ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153236 rigid ceiling. Locati nns shown for permanent lateral restraint of webs shall have bracing installed per BC' A '�O1 r Tw sects uns 63, 67 or B10, as applicable Apply plates to each face of truss and gust ti on as shown above and on 06/02/2017/02/20 1 Jl I ' the Joint Details, unless noted otherwise. Refer to drawings 16oA-Z For standard plate positions. V BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a dl vi si on of I7W Builds rg Components Group Inc. shall not be respond ble for any deviation from this OREGON drawl ng, any failure to but I d the truss in conformance with ANSI/TPI 1, or for handling, shi Aping, AN ITW COMR°NY i nstal I eti on R brad ng of trusses �/AV r TOT. LD. 42.0 PSF SEON- 115999 A seal on this drawl ng or cover page I I sting this drawl ng, I ndl rites acceptance of professional engi neer,rig " �[Y 14,26440 - - - - - responsibllity solely for the design shown. The sultablIIty end use of this drawing for any structure Is the /_SDU R. FAC. 1. 1 5 FROM B6 8351 Roxana Circle responsibility of the Bud ding gestgner per ANSI/TPI 1 Sec.2. S-ell g T d h Sacramento,CA 95828 For more Information see this Job's general notes page and these web si tee SPACING 24.0" J RE F- 1 W1 B7175Z03 ALPINE: www,al pl net tw.com• TPI: www.tpi nst.orgd WTCA: www.sbci nustry.con: ICC. www iccsafe.org RnmWa1 R1311/71101 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - K) Top chord 2x4 HF #2 120 mph wi nd, 19.99 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #1&Bet. :B2 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=3.0 psf. Cal cul ated hori zontal deflection i s 0.15" due to I i ve I oad and 0.10" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member due to dead I oad. design. In Iieu of structural panels use purlins to brace alI flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IBC-15 section 1607. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.47" due to I i ve I oad and 0.95" due to dead I oad at X = 23-2-13. 5X7= 5X7= 3X5= 1. 5X4111 3X5-% a :-.-— 3X5 4 r , 4-NN4-5I-12 IN a y B2 r, - a l, 18-0-0 Y 1. 5X4111 3X5= 3X5= 3X10= 3X5= 1. 5X4III 4X8(A2) = H03081---- H0308=---- 4X8(A2) 2-5-11 2-5-11 -,----- FE--6-7-9 + 5-9-13--5-3-13-f-5-5-9-+-5-3-13- -5-9-13 + 6-7-9-3-1 I- 12-5-6 ,J. 16-1-4 12-5-6 J 41-0-0 Over 2 Supports R=1930 U=89 W=5.5" R=1930 U=89 W=5.5" RL=83/-83 Desi gn Cri t: I BC2015/TPI -2014(STD) REO PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.O1. '$.' •, sij OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI C? NG F( 9. TC LL 25.0 PSF REF R7175- 45110 825 N 4th Ave,Cornelius OR 97113 �•I(PORTANT— FURNI SH THIS DRAVA NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. h, 83294P Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow Z. ' �j D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCSI (Building Component Safety Informatl on, by TPI and wTCA) for safety practices prior LC to performing these functions Installers shall prowl de temporary bracing per BCSI Unless noted otherwise, 010. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rI gid cei I i ng Loeati ens shown for permanent I ateral restraint of webs shat I have bract ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17153237 Te sections B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti un as shuvm above and on '1 ,4 IIID I the Jol nt Qetails, unless noted otherwise. Refer to drawl s 160A- for standard late 06�02�20 1 7 I \vt I ^� Z p n7 tions BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a di vl sl on of ITW Bulldi rg Components Group Inc shall not be respond ble for any deviation from this OREGON drawl ng, any fol l ure to build the truss In conformance wl th ANSI/TPI 1, or for handl ing, shipping, AN ITW COMR4NY I nstal I ati on w braci ng of trusses = TOT. LD. 42.O PSF SEAN- 115968 A seal on this drawl ng or cover page listing this drawl ng, I ndl cates acceptance of profess!onal engineering �I_ �/(Y 4�b �f. responsl bill ty solely for the design shown. The sul tab)I1 ty and use of this drawl ng for any structure Is the it �V DU Tao R. FAC. 1 1 5 FROM BB 8351 Rovana Circle response bill ty of the Bull di ng Designer per ANSI/TPI 1 S. 2. V s j■ Sacramento,CA 95828 For more information see this Job's general notes page and these web si tes: + SPAC I NG 24. 0" J REF- 1 W1 B7175Z03 ALPINE: ww.wal pi net tw.coin-- TPI: min,tpi nst.org: WTCA. www.six'ndustry coin ICC- www.I ccsafe org Ranovvnl R/af1f911R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - K1) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: (**) 2 pl ate(s) requi re speci al posi ti oni ng. Refer to scaled pl ate :T3 2x4 DF-L #1&Bet. : plot detai I s for speci al posi ti oni ng requi rements. Bot chord 2x4 HF #1&Bet. :B3 2x4 DF-L #2: Webs 2x4 HF Std/Stud :W2, W4, W6, W8 2x4 HF #2: 120 mph wi nd, 20.41 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web DL=3.0 psf. member. Attach wi th 10d Box or Gun nai I s (0.128"x3",mi n.) @ 6" OC. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" OC. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead I oad i s 2.00. Cal cul ated verti cal deflection i s 0.45" due to I i ve I oad and 0.62" due to dead load at X = 20-2-12. 5X7---- 5X7 1. 5X4 III `� T 3X5= T3 3X5; 4 N414111111VW4 ` 5-3-12 0-5-0 W2 41441, I (a) N , 4X8(61) = H0312-- T B3 1. 5X4 III 3X7= 3X5= 1. 5X4 III 3X5(**) = 3X10(B1) H0312(**) L2-5-111 F.` 7-7-5 + 7-0-13 + 5-6-10 + 5-6-10 >I< 7-0-13 ›.1< 7-10-9 I. 14-8-2 _I, 11-1-4 _l_ 14-11-6 J I - - - - - - 40-8-12 Over 2 Supports R=1812 U=76 R=1990 U=91 W=5.5" RL=62/-61 Desi gn Cri t: I BC2015/TPI -2014(STD) ��0 PRO/ S PLT TYP. 20 Gauge HS,Wave FT/RT=2%D(0%)/4(0) 16.01. Vt<<�A./�1pVF `% OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI"READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI 4' R4 Z TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 `•iRpoRTANT'` FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE SI _REF R7175- 4 5 1 1 1 Trusses require extreme care in fabricating, handling, shipping, installing and bracing Refer to and follow D L 1 0.0 PSF DATE 06/02/17 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practl ces prl or '�. to perform)ng these functions. Installers shall provide temporary bracing per BCS! Unless noted otherwl se, top chord shall have properly attached structural sheath'ng and bottom chord shalI have a properly attached rl gl d cel I I ng. Locati ons shown for permanent I ateral restraint of webs shat I have braci ng I nstal I ed per BCS! BC DL 7.0 PSF DRW CAUSR7175 17153238 T. sections 83, B7 ur B10, as applIcable. Apply plates to each face of truss and pusltlun as shown above and un 06/02/2017 L the p.:on:nt Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A L � N t ; Alpine, a division oJBc LL 0.0 PSF CA-ENG BFR/RTT g po p ponslble for any deviation from this drawl ng, any fai Iure to bul Id the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation R brar.Ing of trusses ng,l 13 CV �i TOT. LD. 42.0 PSF SEON- 116020 rAespons bi IIseal on 'ty sol i s eelyOfor the desor cover ignshown. The!1st!no thi ssull tebl I I tyDand use ooffthis drawl rgrforsany structurre 5 the �Y 14,�0 I 8351 Rosana Circle responsi bill ty of the Sul l dl ng Desl ser per ANSI/TP1 1 Sec.2. `S3 eu l Tan ` _DU R. FAC. 1. 15 FROM BB Sacramento.CA 95828 For more i nformati on see thi S jabs general notes page and these web s'tes: SPAC I NG 24.0" J RE F- 1 W1 B7175Z03 ALPI NE. wwwal pineitw.can• TPI: www.tpinst.org. WTCA: www.sbcindustry.Com: ICC www iccsafe org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - K2) Top chord 2x4 HF #2 120 mph wi nd, 20.82 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 DF-L #1&Bet, :B2 2x4 HF #2: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC :B3 2x4 HF #1&Bet. : DL=3.0 psf. Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web desi gn. member. Attach wi th 10d Box or Gun nai I s (0.128"x3",mi n.) @ 6" OC. I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IBC-15 section 1607. Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease Cal cul ated verti cal defl ecti on i s 0.53" due to I i ve I oad and 0.64" due factor for dead I oad i s 2.00. to dead load at X = 23-5-2. 5X7=- 5X7 1. 5X4 3X5 1. 5X4�i T r++ 3X5 ++++� 3X5 4 r 4 W5 ++%Q4N .. 6-1-12 0-51'-0 A - +++. �,lifINN �. r-,-1 as -- - - - • - - - 1 18-0-0 3X10(B1) = 3X5= H0312= 3X5= B2 3X10= H0312= 3X53 3X12(81) 12-5-111 I` 6-1-1 5-b-9 >Ic 6-1-4 + 5-6-9 5-6-9 6-4-5 'I 8-10-5 �l' 8-3-13 I 6-1-4 8-3-13 -I- 9-1-9 17-2-2 J_ 6-1-4 _I. 17-5-6 J FC 40-8-12 Over 2 Supports R=1887 U=80 R=2063 U=96 W=5.5" RL=71/-69 Design Cri t: I BC2015/TPI -2014(STD) ),REQ PRQF-S► PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. ••;O Q1NF % OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAItI RGI (,(e R+ p TC LL 25.0 PSF REF R7175- 45112 825 N 4th Ave,Cornelius OR 97113 ••1 YpORTANT•• FURNI SH THI s DRAMA NG TO ALL CONTRACTORS 1 HCLUM NG THE 1 NSTALLERS. 4/ 83294PE Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow .�-- - D L 1 0 DATE 06/02/17 the Iatest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior .0 PSF to performing these functions InstalIers,hal I provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheath)ng and bottom chord shat I have a properly attached rigid cei I i ng Locate ons shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per Bcsi BC DL 7.0 PSF DRW CAUSR7175 17153239 Ta sects ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2017 A 1 1,=3[1 N 1 , the Joint edtaf l s, unless noted otherwise. Refer to drawl ngs 160:-Z for standard plate post tions OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I :I pi ne, a dl v{sl on of ITW Bulldl ng Components Group Inc. shall not be responsible for any deviation from this drawl ng, any failure to build the truss In conformance wlth ANSI/TPI 1, or for handl I ng, shlppl ng, .I� AN trw COMPANY I nstal I ate on R bract ng of trusses /3ty�Y 14,�OQft1 TOT. LD. 42. 0 PSF SEAN— 116023 A seal on this drawl ng or cover page I I stl ng this drawl ng, I ndl cats,acceptance of prof ssl one) engl neer{ng ` ------ - — respond bill ty solely for the design shown. The suitability and use of this drawl ng for any structure Is the sPI s a��Tan s~ DUR. FAC. 1. 15 F ROM BB 8351 Rosana Circle responslblllty of the Building Designer per ANSI/T 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this j ob's general notes page and these web sl tes: SPAC I NG 24.0" J REF— 1 W1 67175203 ALPI NE: waw.al pi net tw.con.. TPI mew.tpinst org: WTCA1 www.sbcindustry com: ICC• www.Iccsafe.erg Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - K3) Top chord 2x4 DF-L #2 :T1 2x4 HF #1&Bet. : 120 mph wi nd, 21.24 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located :T3 2x4 HF #2: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bot chord 2x4 HF SS :B2 2x4 DF-L #2: DL=3.0 psf. :B3 2x4 HF #1&Bet. : Webs 2x4 HF Std/Stud :W3, W7 2x4 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Cal cul ated hori zontal defl ecti on i s 0.17" due to Iive I oad and 0.09" due to dead I oad. (a) Continuous I ateral restraint equal I y spaced on member. I n Iieu of structural panel s use purlins to brace all fiat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive oad applied per IBC-15 section 1607. Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor for dead I oad i s 2.00. Cal cul ated verti cal defl ecti on i s 0.53" due to Iive I oad and 0.60" due to dead I oad at X = 19-4-10. 5X7 5X7- T3 iissit 7- 3X5: 3X5; 3X7 1. 5X4�� 4X5:00000,000........... 1Vw3 +. 1.5X4�i b1112 _, 400/ -V- 1 1 1 'i' 1 t 1 _ �� 18-0-0 4X12(B3) = 3X5---- H0312= B2 3X5----- H0312= 3X5-63 3X12(B1) 3X10= 12-5-111 b-11-1 I, 6-4-9 I 6-4-9 1l_c17i< 6-4-9 _1_ 6-4-9 _l, 7-2-5 10-1-5 ► 9-6-13 _ 9-6-13 i 10-4-9 '1 I, 19-8-2 1-�- J.---I, 19-11-6 _1 - - 40-8-12 Over 2 Supports >1 R=1961 U=85 R=2137 U=101 W=5.5" RL=80/-78 Desi gn Cri t: I BC2015/TPI -2014(STD) At. PROFFS'S, PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. eems 1,GME' "p OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357- 118 •*WARN!NGI'•READ AND FOLLOW ALL NOTES ON THIS DRAM NGI Ike • 825 N 4th Ave,Cornelius OR 97113 **IIPoRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ai 83294PE )ATC LL 25.0 PSF REF R7175- 45113 Trusses require extreme care 1n fabricating, handling, sill pping, Installing and bract rig. Refer to and follow D L 10.0 PSF DATE 06/02/17 the latest edl tl on of BCSI (Elul 1d ng Component Safety Information, by TPI and WTCA) for safety prod)ccs prl or to performing these functl ons I costal Iers shal I provide temporary bracing per BCSI Unless noted otherwise. top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached /416\ rl gid cel I i ng. Locati ons shown for permanent I ateral rostral cot of webs shat I have braci ng installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 171 53240 17 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2017 A l I [I I L , the Joint Details, unless noted otherwise. Refer to draw1ngs 160A-Z for standard plate posetlens OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I \V' t Alpine, a division of ITW Bulldi ng Components Group Inc. shall not be respond ble for any devl a[l on from this drawl ng, any failure to build the truss rn conformance with ANSI/TPI 1, or for handl l ng, shl ppi ng, AN ITW COMPANY i costal I atl on w brad � ng of trusses a EY 14,Zoe a TOT. LD. 42.0 PSF SEON- 116025 A reel on this drawl ng or cover page listing this drawl ng, Indlcotes acceptance of professional engineering S1 `'� resppunsl bill ty o I the for I the ng gn r per A��;t 1ESe.2 and use of this drawl ng for any structure 15 the 3 e Ig Tar DU R. FAC. 1. 15 F ROM B B 8351 Rovana Circle Sacramento,CA 95828 For more information see thl s;ob's general notes page and these web si tes: Renewal 6/30/2018 SPACING 24.0" J REF- 1 W1 B7175Z03 ALPINE: www.al pi nei tw.com• TPI: wwwtpl cost.org, WTCA: wwwsbci ndustry com: ICC. www.I ccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - K4) Top chord 2x4 HF #2 120 mph wi nd, 21.33 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W5 2x4 HF #2: DL=3.0 psf. (a) Continuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. Cal cul ated verti cal defl ecti on i s 0.47" due to I i ve I oad and 0.65" due to dead I oad at X = 20-2-12. 5X7 1. 5X4�� 3X5 3X5 3X5 3X7 4 •' •• 1. 5X4! 7-1-15 ISINNissi‘. r— (a) -� 4 W5 0-5-0 o _ 18-0-0 T 4X8(B1) = 3X5= H0308= B2 3X10= H0308= 3X5= 3X10(B1) I2-5-111 7-1-4 . 6-6-12 J_ 6-6-12 6-6-12 6-6-12 .1_ 7-4-8 10-4-10 T 9-10-2 9-10-2 r 10-7-14 l_ 20-2-12 _I_ 20-6-0 __I lc 40-8-12 Over 2 Supports >1 R=1725 U=86 R=1926 U=102 W=5.5" RL=82/-80 REOPROpF Desi gn Cri t: I BC2015/TPI -2014(STD) ,<G s's PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. ee' GANE . j OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI H READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI 4/ REF R7175- 45114 825 N 4th Ave,Cornelius OR 97113 "I YpORTANr" FURNISH THI s DRAM NG To ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, ng, talIIng and bracing. Refer to and follow0. L 10.0 PSF DATE 06/02/17 the latest edl ti on of BCSI (Building Component Safety Informatioendt, by on, by TPI and WTCA) for safety practl ces prior to performing these Functions. Installers shall provide temporary bract ng per BCSI. Ilnl ess noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cot I i ng Locatl ons shown for permanent I ateral restrai nt of webs shat I have bract ng i nstal I ed per BCSI 0`/02/t01 7 :C DL 7.0 PSF DRW CAUSR7175 17153241 All 1 sections 83. B7 or B10, as applicable. Apply plates to each face of truss and poll ti on as shown above and on VV G G I/ A 11 1LF I I , the Joint Details, unless noted otherwise. Refer to Arawings 160:-Z for standard plate posttlons. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT �!�'■II I \v' I Al pl ne, a di vl sl on of ITW Bulldi ng Components Group Inc. shall not be responsible for any deviation from this drawl ng, any fat I to but Id the truss In conformance with ANSI/TPI 1, or for handling, shi ppi ng, AN ITW COMPANY I nstal I ati on R bract ng of trusses ng, `LILY 14,god d.m TOT. LD. 42.0 PSF SEAN- 116027 A resp`poonsll lbbl 1 I ty col el ngor cover he des➢gn shown.ng The s sdrawl l t bl I ty�and fuse ofoacceptance s drawl ngrofo any tstructture•I s the �e 8351 Rovana Circle responsl bl I I ty of the Bul I di ng Deel goer per ANSI/TPI 1�.2. 3 e I I Tar DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thl s J ob.s general notes page and these web si fes: Renewal 6/30/2018 SPACI NG 24.Q" J REF- 1 W1 B7175Z03 ALPINE: www.al pi net tw.com• TPI: www.tpl nst.org WTCA: www.sbci ndustry com: ICC-. www iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - MG) Top chord 2x4 HF #2 :T2 2x4 DF-L 2400f-2.0E: Speci al I oads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2, W6 2x4 HF #2: TC- From 72 p f at -2.00 to 72 p fat 3.13 TC- From 36 p f at 3.13 to 36 p f at 7.44 120 mph wi nd, 18.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 72 p f at 7.44 to 72 p fat 17.37 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 TC- From 72 p f at 17.37 to 72 p fat 22.50 psf. BC- From 4 p f at -2.00 to 4 p f at 0.00 BC- From 7 p f at 0.00 to 7 p f at 7.44 Wind Ioads and reactions based on MWFRS. BC- From 14 p fat 7.44 to 14 p fat 12.00 BC- From 14 p f at 12.00 to 14 p fat 20.50 n I i eu of structural panels use purlins to brace al I fl at TC @ 24" OC. BC- From 4 p fat 20.50 to 4 p fat 22.50 TC- 158.96 I b Conc. Load at 3.10 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad BC- 45.96 Ib Conc. Load at 2.00 applied per IBC-15 section 1607. BC- 93.10 I b Conc. Load at 4.00, 6.00 BC- 440.04 I b Conc. Load at 7.44 Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i S 2.00. 6X8 1.5X4 III 3X5----- W6 6X8 ---1 5 S 5 x- T2 1-7-11 ..E e 11111 18-0-0 5X5(A1) ==- 1. 5X4 III 6X10= H0508= 1.5X4 III 5X5(A1) 4X8==- L-2-0-01 12-0-0 .1 F--3-1-9 1 4-2-15 5-9-0 >1-c 4-2-15 + 3-1-9- ->1 l, 3-1-9 _I_ 14-2-14 J_, 3-1-9 ,J 1 20-6-0 Over 2 Supports R=1472 U=108 W=5.5" R=1213 U=91 W=5.5" Design Cri t: I BC2015/TPI -2014(STD) �0 PROFFS',0 PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. �e� iG NFF i0 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI" READ AND FOLLOW ALL NOTES ON THIS DRAM „....14/ � (li 4 REF R7175- 45115 825 N 4th Ave,Cornelius OR 97113 "1 ypENTANT•• FURNI SH THIS DRAWING TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. 83294PE TC LL 25.0 PSF Trusses regal re extreme care In fabrl cati ng, handl ing, shi ppl ng, Install trig and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I L 10.0 PSF DATE 06/02/17 to performing these fumed ons Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ,041164 ri gid cel I i ng. Locati ons shown for permanent I iteral rostral nt of webs shat I have bract ng I nstal I ed per BCSI :C DL 7. 0 PSF DRW CAUSR7175 17153305 f1 is sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2017 w 11 it O � II! i the Joint Dotal l s, unless noted otherwl se. Refer to drawl rigs 160A-Z for standard plate post ti ons. '!�'■Ill lU I \V' I Alpine, a di vl si on of ITW Building Components Group Inc. shall not be responsible for any devi at'on from this OREGON BC LL 0.0 PSF CA-ENG BFR/PTT drawing, any fat l are to build the truss In conformance with ANSI/TPI 1, or for handling, Shipping,AN ITW COMPANY I nstal I ati on w bract ng of trusses /_ 1/Ly 14,2o�' a TOT. LD. 42.0 PSF SEAN- 115986 A seal on this drawl ng or cover page Ihoant. this drawl ultabiI Ilwl ales acof this ce of professlonel engi structure Ist Yss 'f Tao s DU R. FAC. 1. 15 FROM B B responst bl IIty solely for the dost gn shown. The sal tabll sty and use of this drawl ng for any structure Is the T 835!Rovana Circle responsl bill ty of the Bull ding Des,gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this j ob.s general notes page and these web si res. Renewal 8/30/2018 SPAC I NG 24.0" J RE F- 1W1B7175Z03 ALPINE: www.al pi mei tw.com• TPI: www tpl nst.org. WTCA: www.sbcl ndustry com. ICC• www iccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - MGA) Top chord 2x4 DF-L 2400f-2.OE :T3 2x4 HF #2: 3 COMPLETE TRUSSES REQUI RED 1 t z t Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W4, W10 2x4 HF #2: Nai I Schedule:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.00" o.c. Speci al I oads Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 72 p f at 0.00 to 72 p f at 4.78 Repeat nai I i ng as each I ayer i s appl i ed. Use equal spaci ng TC- From 72 p fat 4.78 to 72 p fat 15.72 between rows and stagger nails in each row to avoid splitting. TC- From 72 p fat 15.72 to 72 p fat 22.50 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to BC- From 7 p f at 0.00 to 7 p f at 12.43 grain requi red i n area over beari ngs greater than 4" BC- From 14 p f at 12.43 to 14 p f at 20.50 BC- From 4 p fat 20.50 to 4 p f at 22.50 120 mph wi nd, 18.92 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- 2212.05 b Conc. Load at 0.50 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 2204.35 b Conc. Load at 2.50 DL=3.0 psf. BC- 2088.29 b Conc. Load at 4.50 BC- 1952.17 b Conc. Load at 6.50 Wi nd I oads and reacti ons based on MWFRS. BC- 1877.40 b Conc. Load at 8.50 BC- 1805.44 b Conc. Load at 10.50 I n I i eu of structural panels use purlins to brace al I flat TC @ 24" BC- 4503.10 b Conc. Load at 12.43 OC. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. 3X5 1012= 3X5= 1. 5X4 III 3X5= 6X10= 3X5=5:--- 5 1- 0,141E1 :1_/ W10 T3 2-3-15 li _. 18-0-0 1. 5X4 III 5X7.----- 4X8=--- H0710.---- 6X81--- 3X5==- 1.5X4 III 4X12(A8R) F--- 3X12(A5R) 12-0-0 .1 F-2-9-4 > 2-0-2 + 3-3-8 * 2-2-2-+-2-2-2 > 3-3-8 2-0-2 ' 2-9-4---H lr 4-9-6 10-11-5 _l- 4-9-6 --J I 20-6-0 Over 2 Supports R=11654 U=602 W=5.5" R=6810 U=471 W=5.5" so Design Cri t: I BC2015/TPI -2014(STD) letiL PIR�FSSi , PLT TYP. 20 Gauge HS,Wave FT/RT=2/x(0%)/4(0) 16.01. I'e,.s i,.QbNe„ p OR/-/1/-/-/R/- Scale =. 3125 /Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0 k 1IC 825 N 4th Ave,Comelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. +.'r 83294PE TC LL 25.0 PSF REF R7175- 45116 Trusses require extreme care I n fabri cat)ng, handl I ng, shi ppl ng, instal I I ng and bract ng. Refer to and fol i ow DL 10.0 PSF DATE 06/02/17 the latest edition of 8C51 (euildi ng Component Safety Information, by TPI and WTCA) for safety practl ces prl or to performing these functl ons Installers shall provide temporary bracing per BCS! Unless noted otherwise. top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ,041164 ri gl d cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shall have bract ng I nstal I ed per BCS! ` 211 �7 :C DL 7.0 PSF DRW CAUSR7175 17153242 Ta sections 83, B7 or B10, as appl lcab!e. Apply plates to each face of truss and pus!tion as shown above and on 06/02/20 1 A PUN I I 1 the Joint Details, unless noted otherwl se Refer to drawl ngs 160A-Z for standard plate posltl ons. I \V' OREGON BC LL 0.0 PSF CA-ENG BFR/RTT 1 1 Alpine, a di vi sl on of ITW Building Components Group Inc. shell not be responsible for any devl ants; on from this drawl ng, any fol l ure to hul Ithe truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMRoNY i nstallation R bracing of trusses 3 w 'ty�4 20 m TOT. LD. 42.0 PSF SEQN- 116095 A seal on this drawl ng or cover page Il sting this drawl ng, Indicates acceptance of professlatal anginearing ---- responslbllIty solely for the des!gn shown, The sul tabu I ty and use of this drawl ng for any structure Is the 1351 Rosana Circle responsl bill ty of the Sul l di ng Des!gner per ANSI/TPI 1 Sec.2. `r a!I •Tar- DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see thi s j ob's general notes page and these web sl tee: Renewal 6/30/2015 SPACI NG 24.0" J REF- 1W1 B7175 Z03 ALPINE: waw.al pi nei tw.com• TPI www.tpi net.org, WTCA: www.sbci ndustry com• ICC. www Iccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - LG) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac. =1.15) Webs 2x4 HF Std/Stud TC- From 72 p f at -2.00 to 72 p f at 3. 13 TC- From 36 p fat 3.13 to 36 p fat 9.87 120 mph wi nd, 18.57 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 72 p f at 9.87 to 72 p f at 15.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- From 4 p fat -2.00 to 4 p fat 0.00 DL=3.0 psf. BC- From 7 p f at 0.00 to 7 p f at 13.00 BC- From 4 p f at 13.00 to 4 p f at 15.00 Wi nd I oads and reacti ons based on MWFRS. TC- 158.96 I b Conc. Load at 3.10, 9.90 BC- 45.96 I b Conc. Load at 2.00,11.00 n I i eu of structural panels use purlins to brace al I fl at TC @ 24" OC. BC- 93.10 I b Conc. Load at 4.00, 6.00, 7.00, 9.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IBC-15 secti on 1607. factor for dead I oad i s 2.00. 4X5m--- 1. 5X4 III 4X5 -1 5 5 (- 1-7-11 a, 18-0-0 1. 5X4 III 3X7= 1. 5X4 III 3X5(A1) = 3X5(A1) 1.<--2-0-0-->-1 -2-0-0-- -1 3-1-9 + 3-4-7 3-4-7 + 3-1-9- L< _ 3-1-9 _ 6-8-14 _ 3-1-9_ _ _,j 1< 13-0-0 Over 2 Supports R=934 U=74 W=5.5" R=934 U=74 W=5.5" REp PROP Design Cri t: I BC2015/TPI -2014(STD) S, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .0v4 i„QbNF� 'VO OR/-/1/-/-/R/- Scale =. 375"/Ft. "WARNI NGI'* READ AND LWALLNTHGPGI TC LL 2 5.0 PSF Truss Components of Oregon (SU3)357-_118 Furcal SH THIS DRAWING TO ALL CONTRACTORS I NCLuoI NG THE 1 NSTALLERS. 83294PE REF R717 5- 45117 825 N 4th Ave,Cornelius OR 97113 .�IIPORTANT•• a 9 Trusses require extreme care In fabricating, handling, shopping, Installing and bracing. Refer to and follow 0....' D L 10.0 PSF DATE 06/02/17 the latest edl ti on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices pro or to performing these functions Installers shall prowl de temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rI gid cel I I ng Loca[i ons shown for permanent 1 a[eral rostral nt of webs shat I have bract ng I nstal I ed per BCSI CDL 7.0 PSF DRW CAU5R7175 17153243 Te sect'uns 83, 87 or B10, as applicable. Apply plates to each face of truss and post t on as shown above and on 06/02/2017 w All I,O I :7--: the Joint Details, unless noted otherwise. Refer to drawl,,,.160A-Z for standard pi ate post tions. �ll�■ � � \v' L`-1 Alpine, a division of ITW Build)ng Components Group Inc. shall not beresponsl ble For any devl atl on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel l ure to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping, •R AN ITW COMPANY I nstal I atl on&bran)ng of trusses. 1_ wty 14,200% m - TOT. LD. 42.0 PSF SEAN- 115985 ce A seal on this drawing or cover page Il sting this drawl ng, I ndl utas acceptance of professional engineering responslbilIty solely for the des)gn shorn. The sultabl I lty and use of this drawing for any structure Is the 8351 Rovana Circle responsl bl l l ty of the But ldl ng Designer per ANSI/TPI 1 sec.2. Ss 'f Ta{A� OUR. FAC. 1 15 FROM BB Sacramento,CA 95828 For more i nrormati on see thl s J ob's general notes page and these web si tee: Renewal 8/30/2018 SPACING 24.0" J RE F- 1 W1 B7175Z03 ALPINE: www.al pi nal tw.corn• TPI: www.tpl net.org: WTCA: www.sbci ndustry corn: ICC' www iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - L) Top chord 2x4 HF #2 120 mph wi nd, 18.91 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=3.0 psf. I n I i eu of structural panels use purlins to brace al I fl at TC @ 24" OC. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 secti on 1607. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead load is 2.00. 4X5= 4X5= E M S ---1 5 5 ; iii - 2311 ' 0._ 18-0-0 i 1. 5X4 III 3X5-== ` 2X4(A1) = 2X4(A1) 1-<-2-0-0-- –2-0-0- I' 4-8-12 3-6-8 - - + - -4-8-12 I, 4-8-12 _Ir 3-6-8 _I_ 4-8-12 ,J 1< 13-0-0 Over 2 Supports R=733 U=45 W=5.5" R=733 U=45 W=5.5" RL=49/-49 Desi gn Cri t: I BC2015/TPI -2014(STD) i�-�PROFESS PLT TYP. Wave FT/RT=26/x(0%)/4(0) 16.01. 'RI.,s i,.pbNe /, OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1118 "WARN'NGI"READ AND FOLLOW ALL NOTES ON THIS DRAIIII NGI 0 (& TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•IIWORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE REF R7175- 45118 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and followt. /'_ D L 10.0 PSF DATE 06/02/17 the latest edi too of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practices prior to perform)ng these functl ons. Installers shall provide temporary bract ng per BC51. Unless noted otherwl se, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rI gI d cei I i ng Locati ons shown for permanent I ateral rostral nt of webs shat I have braci ng instal 1 ed per SCSI :C DL 7.0 PSF DRW CAUSR7175 17153244 1 Ta sect)ons B3, 87 or BIO, as app)lcabl e. Apply plates to each face of truss and puri t on as shown above and on 06/02/2017 �+ AP I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions L L 0. 0 PSF CA-ENG BFR/RTT \�J' 1 Alpine, a di vi si on of ITW Bul l di ng Components Group Inc. shall not be responsible for any devl at on from this OREGON drawl ng, any fat l Are to bol I the truss In conformance wl th ANSI/TPI 1, or for handl Ing, shl ppl ng, 13 AN ITW COMPANY nstal I at on R brari ng of trusses ng, p <0 'tY 14,204 431, TOT. LD. 42.0 PSF SEAN- 115963 A seal on respons bi II'ty sol drawlor cover ng the design shown.p The t ssoDlab Il ty end use ofoacceptance drawing fors any structtureeIs the V e• 8351 Rosana Circle respond bill ty of the Dui I di ng Designer per ANSI 1TPI 1 Sec.2. S e i Tar - DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see thi s J ob•s general notes page and these web si tes: Renewal 6/30/2018 SPDC I NG 24.0" J R E F- 1 W 1 B717 5 Z03 ALPINE: www,al pi net tw.cony TPI: www tpi nst.org: WTCA: www.sbcl ndustry.con. ICC: www.l ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - L1) Top chord 2x4 HF #2 (**) 1 pl ate(s) requi re special posi ti oni ng. Refer to scaled pl ate Bot chord 2x4 HF #2 pl of detai I s for speci al posi ti oni ng requi rements. Webs 2x6 HF #2 120 mph wind, 19.23 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC I oad applied per IBC-15 section 1607. DL=3.0 psf. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor Wind I oads and reacti ons based on MWFRS with additional C&C member for dead I oad i s 2.00. design. 3X12(**)(I) 5 5 2-11-7 g [ SS 1. 5X4 III 2X4(A1) = 2X4(A1) -2-0-0-->1 6-3-3 6-8-13 I, 6-3-3 J_ 6-8-13 _I I{ 13-0-0 Over 2 Supports R=563 U=29 W=5.5" R=719 U=47 W=5.5" RL=48/-43 Design Cri t: I BC2015/TPI -2014(STD) rl PROp- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 1R.� `r(ft OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **I T *WARMNGI**READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI C? ANG e' .) TC LL 25.0 PSF REF R7175- 45119 825 N 4th Ave,Cornelius OR 47113 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (h a( $3294PE Trusses require extreme care In fabrlcat'ng, handling, shipping, installing and bracing. Refer to and follow r �� D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practices prior to performing these functl ons Installers shall prowl de temporary bracing per BCSI Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I I ng. Locati ons shown For permanent I ateral rostral nt of webs shat I have bracing i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17153246 A 1.,=3) T! sectl uns B3. B7 ur B10, as appllcabl e. Apply plates to each face of truss and post tl on as shown above and on 06/02/20 17 I the Jol n[Oetalls, unless noted otherwl se. Refer to drawings te50A-Z For standard plate posi tl ons. lJ Alpine, a division of ITw Building Components Group Inc shall nut be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any Fal l ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I nstal 1 atl on R bract ng of trusses '4,a TOT. LD. 42.0 PSF SEQN- 115996 A seal on respons bi 1 hty sole yWor cover for the dessi pagegI Isharnng thl hhessui tabl 11�I I ty and use of, I ndl canes aacceptance sn drawi nof gforsanyne! engi neer! 1 s'g the �� Y - responsibillty of the Dui Iding Designer per ANSI/TPI 1 Sec.2. trs 11 Tao"'- Sacramento, . DU R. FAC. 1 1 5 FROM B B 8351 Rovana Circle o Sacramento,CA 95828 For more Information see this job's general notes page and these web sites SPACI NG 24.0" J REF- 1W1 67 1 7 5 Z03 ALPINE: waw.al pi nei tw.corn. TPI: www.tpl nst.orig. WTCA: www.sbci ndustry.corn, ICC. www.I ccsafe.org RnnnWal aian19MR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - L2) Top chord 2x4 HF #2 120 mph wi nd, 19.27 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. 4X5(R1) -T 5 5 1--- 3-0-9 ■ l Z ■ 18\it -0-0 2X4(A1) = 1. 5X4 III 2X4(A1) -2-0-0-->i Fc 6-6-0 + 6-6-0 >1 1_ 6-6-0 _I. 6-6-0 ,l l 13-0-0 Over 2 Supports >1 R=570 U=30 R=728 U=48 W=5.5" RL=49/-44 Desi gn Cri t: I BC2015/TPI -2014(STD) CEO PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,R.�f1,a/ll"? `sd' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI** READ AND FOLLOW ALL NOTES ON THIS DRAPING!NG TO ALL CONTRACTORS I NCLUDI NREF 87175- 45120 825 N 4th Ave,Cornelius OR 97113 **I IiPORTANT** FURNISH THIS DRAM G THE INSTALLERS. V TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow A. 83294PE the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior iC 0.0.,/- �' D L 1 0.0 PSF DATE 06/02/17 to performing these font)ons. Installers shall provide temporary bracing per BCS! Unless noted otherwl se, top chord shall have properly attached structural sheath)ng 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 shat I have braci ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17153247 Ts sect)ons B3. B7 or B10. as app)lcabl e. Apply plates to each face of truss and post ti on as shown above and on ` �1^1 �7 w JL :J the Jai nt Details, unless noted otherwl se. Refer en drawin 5 160A-Z for standard late sl tl ons. 06�02�20 1 A/I,� J ' g p `� BC LL 0.0 PSF CA-ENG BFR/PTT Alpine. a dl vi sl on of 11W Build)ng Components Group Inc. shall not be response bee for any deviation from th15 OREGON drawl ng, any fol lure to bol I the truss In conformance with ANSI/7P1 1, or for handl log, she ppl ng, AN ITW COMPANY I nstal I ati on h brace ng of trusses TOT. LD. 42.0 PSF SEON- 115965 respons bility s solsselygfor the dessiign shotw'ng�. TThessultabng, il i ty�and use of this drawinnce of g fors any strul cttureoIs ng the �</ �LY 14,20� deep 8351 Rovana Circle responsi bill ty of the Soil ding Designer per ANSI/TPI 1 Sec.2. We a jg ar. DU R_FAC_ 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see this job's general notes page and these web sl tes: SPACI NG 24.0" J RE F- 1W1 B7175Z03 ALPINE: www.al pi nee tw.comr TPI: www.tpi nst.org: WTCA: www.sbcl ndustry.cot; ICC, www.l ccsafe.org Ponta)R/3fL9111Ft THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - OG) Top chord 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 72 plf at -2.00 to 72 plf at 7.94 TC- From 36 pl f at 7.94 to 36 pl f at 13,00 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pl f at -2.00 to 4 pl f at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 BC- From 7 pl f at 0.00 to 7 pl f at 13.00 psf. TC- 529.27 I b Conc. Load at 7.89 BC- 103.60 I b Conc. Load at 2.00 Wi nd I oads and reacti ons based on MWFRS. BC- 109.24 I b Conc. Load at 4.00 BC- 115.46 I b Conc. Load at 6.00 (a) Continuous I ateral restrai nt equal 1 y spaced on member. BC- 311.27 I b Conc. Load at 8.00,10.00,12.0012.94 n I i eu of structural panels use purlins to brace al I fl at TC @ 24" OC. Ri ght end Vertical not exposed to wi nd pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 Iive and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead I oad i s 2.00. 5X5= 1. 5X4 III 0 3X5* (a) 5 I 3-6-5 3-7-12 ril 0 - ■ .2. +9-0-0 l 1. 5X4 III 5X5= 5X5= 4X5(A1) LE-2-0-0---1 4-4-3 3-7-1 y 5-0-12 4-4-3 3-7-1 5-0-12 L 7-11-4 5-0-12 J I 13-0-0 Over 2 Supports R=1305 U=89 W=5.5" R=1791 U=153 Desi gn Cri t: I BC2015/TPI -2014(STD) fEO PROFF PLT TYP. Wave FT/RT=2%(O%)/4(0) ,5. •, `sc1% OR /-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI•' READ ANO FOLLOW ALL NOTES ON THIS DRAM NGI /�G F(n 0y REF R7175- 45121 825 N 4th Ave,Cornelius OR 97113 "1NPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 83294p "1' TC LL 25.0 PSF Trusses requl re extreme care In fabrl cat ng, handling, shipping, Install ing and bract ng. Refer to and follow iir the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior GC 'r. J DL 10.0 PSF DATE 06/02/17 to Performing these fundi ons. Installers shall provide temporary bract ng per BCSI Unless noted otherwise, 141164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153248 ri gid cei l ing. Locations shown for permanent lateral rostral nt of webs shall have bract ng installed per BC' T.' recti ons 83. B7 ur B10, as appl lcabl e. Apply plates to each face of truss and puss t un as shown above and on ! ^/ ,4 O� I r ; the Joint Dotal ls, unless noted otherwl se Refer to drawl ngs 160A,for standard plate post tl ons. 0V/02/20 1/ ___IPI \V' I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handling, shi ppl ng, AN ITW COMPANY i nstal I eti on 6 bracing of trusses r TOT. LD. 42.0 PSF SEAN- 116097 A seal on thl s drawl ng or cover page I I sti ng this drawl ngI ndi tes acceptance of professi oral engl marl rig 41• 14 2O� 0 - responslDillty solely for-the design shown. The sultabiIIIU ty and use of thls drawl rig for any structure Is the �-!� DU R• . FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl l l ty of the Sul ldi g Desi gear per ANSI/TPI 1 Sec.2. V e li Taw�■ - Sacramento,CA95828 For more Information see this jobs general notes page and these web sires: SPACI NG 24.0" JREF- 1W1B7175Z03 ALPINE NE'. www. coin al pi nei tw.corn• TPI: www.tpi nst.org. WTCA. www.sbci ndustry.coICC www Iccsafe org 1:/wwaWAl aianiantR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - 0) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. I n I i eu of structural panel s use purl i ns to brace al I fl at TC @ 24" OC. Wi nd I oads and reacti ons based on MFRS wi th addi ti onal C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Right end verti cal not exposed to wi nd pressure. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 4X5= 1. 5X4 III 1 %� I 1. 5X4 ... 4-4-2 4-5-12 5 f mi. II 3X5= 3X5(R) Ill 2X4(A1) 1-c---2-0-0-- 5-3-8 9-11-4 4-7-12 -r 3-0-12 3-0-12 I_ 9-11-4 3-0-12 J k 13-0-0 Over 2 Supports R=740 U=5 W=5.5" R=537 U=22 RL=82/-22 Desi gn Cri t: I BC2015/TPI -2014(STD) RED PROpF.S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ' • : G'k41 '''o OR/-/1/-/-/R/- Scale =. 375"/Ft. _ Truss Components of Oregon (503)357-2118 **WARMNGI..READ AND FOLLOW ALL NOTES ON THIS DRAWINM (�� /Q Z TC LL 25. 0 PSF REF R7175- 45122 825 N 4th Ave,Cornelius OR 97113 "1 IIPORTMIT" FURNI SH THI s DRAM NG To ALL CONTRACTORS I NCLUUI NG THE INSTALLERS. 83284PE 'p Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow D L 10. 0 PSF DATE 06/02/17 the latest edl ti on of SCSI (Bui ldi ng Component Safety Information, by TPI and WTCA) for safety practl cos prior ' to perform)ng these fundi ons Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153249 rigid cell leg Locations shown for permanent lateral restraint of webs shall have brae'ng Installed per BCS+ _N T., sect)ons 63, 67 ur 810, as oppal cabi o. Apply plates to each face of truss and posi tate as shown above and on 06/02/2017 ,4 t�O Jl L, i the Joint Oetalls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL L 0.0 PSF CA-ENG BFR/RTT Al pl nes a dl vi sl on of ITW Bul Ida ng Components Group Inc. shall not be responsible For any devl at on from this OREGON drawl ng, any fol l ore to bol I the truss In conformance wlth ANSI/TPI 1, or For handl a ng, shi ppi ng, - - - AN ITW COMPANY i nstai I ati on R bract ng of trusses 11 C TOT. LD. 42.0 PSF SEQN- 116099 A seal on this drawl ng or cover page I I sting thl s drawl ng, I ndi utas acceptance of professional engineering 4 .1, 14'14,20d4 --___ responsl bill ty solely for the dell gn shown. The sul tab)Il ty and use of this drawing for any structure Is the s$ ate OUR. FAC. 1. 1 5 FROM BB 835I Romana Circle respond blllty of the Building Desi goer per ANSI/TPI 1 See.2. a!I Tan ' — Sacramento,CA95828 For more Information see this,ob•s general notes page and these web sk tes7 SPACING 24.0" JREF- 1W1B7175Z03 ALPINE: www.al pineitw.com• TPI: www tpinst.erg. WTCA: www.sbclndustry cam: ICC• www iccsafe org Renewal 8/30!2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - 01) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IBC-15 section 1607. desi gn. Defl ecti on meets L/360 Iive and L/240 total I oad. Creep increase factor Ri ght end verti cal not exposed to wi nd pressure. for dead I oad i s 2.00. 1. 5X4 III I 3X5 4-11-1 5r— - - - - - o = 49.0.0 1.5X4 III 3X5(R) III 2X4(A1) 4.'2 5-9-14 5-0-6 5-9-14 5-2-2 1 1 11-0-0 Over 2 Supports R=646 W=5.5" R=449 U=23 RL=89/-23 Design Cri t: I BC2015/TPI -2014(STD) REO PROFFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PP • - c004 '% OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! (? /Q Z TC LL 25.0 PSF REF R7175- 45123 825 N 4th Ave,Comelius OR 97113 '*1 T ** Fl1RNI SH THI s DRAW]NG TO ALL CONTRACTORS I NCUIDI NG THE INSTALLERS. ((/ 83294PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow Ay. D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior "G 0......-' to perform)ng these functl ons Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cei I i ng Locati ons shown for permanent I atom) rostral nt of webs shut I have bracing Instal I ed per BCS �1 BC DL 7.0 PSF DRW CAUSR7175 17153251 Te sectluns B3, 07 or 810, as applicable. Apply plates to each face of truss and pus)ti on as shown above and on 06/02/20 1 7 O 1� I1 i the Jol nt Dotal Is, unless noted otherwisI. . Refer to drawl ngs 160A-Z for standard plate post ti ons. BC LL �/-1■ 0.0 PSF CA-ENG BFR/RTT ILJ J I \�I''t Alpine, a division of IBuilding Components Group Inc. shall not be responsible for any devi atl on from this OREGON EGO N drawl ng, any fol lure to bul I the truss In conformance with ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY installation&bracing of trussesC TOT. LD. 42.0 PSF SEAN- 116101 A seal on the s drawl ng or cover page listing this drawl ng, I ndl cates acceptance of profess)onal engi neer)nag 4 wLV 14,20� Q/ responsibility solely for the design shown. The suitability and use of this drawlpng for any structure is the *sell�gTar C DU R. FAC. 1 1 5 FROM B B 8351 Rovana Circle response bel l ty of the Sul ldl ng Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see thi s J ob's general notes page and these web st tea• SPAC I NG 24.0" J RE F- 1 W1 B7175Z03 ALPINE: wwwal pineitw.corn TPI: www.tpinst.org. WTCA: ,ww.sbclndustry corn. ICC: www.Iccsafe org Renewal 813012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - 02) Top chord 2x4 HF #2 120 mph wi nd, 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor Ri ght end verti cal not exposed to wi nd pressure. for dead I oad i s 2.00. 1. 5X4 III 5 Fl 2-5-1 i 11 9-0-0 1. 5X4 III 2X4(A1) —2-0-0---1 r' 4-10-4 1"12 71 k5-0-0 Over 2 Supports R=408 U=5 W=5.5" R=172 U=8 RL=48 Design Cri t: I BC2015/TPI -2014(STD) ��Q,EO PROFI�s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ',Agz.- '% OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI•=READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI (� / 'L, TC LL 25.0 PSF REF R7175- 45124 825 N 4th Ave,Cornelius OR 97113 "N WORTANT"" FURNI SH THIS DRAM NG To ALL CONTRACTORS I NUM NG THE INSTALLERS. ((/ 83294PE Trusses reguire extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fallow /►• D L 10.0 PSF DATE 06/02/17 the latest edl ti on of BCSI (Bul ldi ng Component Safety 1nformatl on, by TPI and AnCA) for safety practl ccs pre or aG '� to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei I i ng Locate ons shown for permanent I ateral restraint of webs shat I have braci ng I nstal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17153252 �t l A sect)ons B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/201'1 ■L' I 3 E1 N I , the Jol nt edtal Isis., unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. Alpine, a divin of ITW Building Components Group Inc. shall not t>e responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel lure to bul I the truss In conformance with ANSI/TPI 1, or for handling, she ppi ng, AN ITWCOMPANY installation R bracing of trusses 134 'IC TOT. LD. 42.0 PSF SEAN- 116103 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional *nal neer'ng 4CY 14,20 ` _ - responsibility solely Tor the design shown. The suitability and use of this drawing for any structure Is the 6'8e11 T a h DUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responsibillty of the BudIding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nfarmati on see this J ob's general notes page and these web si tel: SPACING 24.0" J REF- 1 W1 B7175Z03 ALPINE: www_al pineltw.com• TPI: www.tpinst.org. WTCA: www sbcindust-y con: ICC: www.iccsafe org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - V1) Top chord 2x4 HF #2 120 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. I n I i eu of structural panels use purlins to brace al I flat TC @ 24" OC. Wind I oads and reacti ons based on MWFRS with addi ti anal C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. See DWG VAL160101014 for valley details. 4X5 1. 5X4 III 1. 5X4 III 11 0 2X4(D8R) % 1-9-13 1-11-5 0-0-4 ` O ///////// //////////////// ////////// 18-11-9 1 1.5X4 III 1. 5X4 III 1. 5X4 III E< 4-7-6 + 3-10-4 + 2-2-13-->i 1, 4-7-6 6-1-1 J I< 10-8-7 Over Continuous Support R=85 PLF U=6 PLF W=10-8-7 RL=3 PLF Design Cri t: I BC2015/TPI -2014(STD) FLEA PRipF� PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. N. G ti S'%O OR/-/1/-/-/R/- _ Scale =. 5"/Ft. **WARM NGI='READ AND FOLLOW ALL NOTES ON THIS DRAWING! I. TC LL 25.0 PS F REF R7175– 45125 Truss Components of Oregon (503)357-2118 _ (N. 825 N 4th Ave,Cornelius OR 97113 ��I IpORTAMr' FURNI SH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. .4183294PE Trusses requl re extreme care In fob,cati ng, handl l ng, shipping, Installing and bracing. Refer to and follow /y _ the latest edition of SCSI (Bei Iding Component Safety Information, by TPI and WTCA) for safety practices prior aL .../ _ DL 10.0 PS F DATE 06/02/17 to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwl se, top chord shat I have properly attached structural sheath)ng and bottom chord shat I have a proper)y attached BC DL 7.0 PSF DRW CAU5R7175 17153253 rl gid cel I ng. Locatl ons shown for permanent lateral rostral nt of webs shall have bracing installed per BC Ta sections 83, B7 or B10, as applIcabl e. Apply plates to each face of truss and poli ti on as shown above and on 06/02/2017 A IL O d N 1 i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. �!-�■ lu' I`—,i Alpine, a dl vi si on of ITW Building Components Group Inc. shall not be responsible for anydevi atl on fr this OREGON BC LL 0. 0 PSF CA–ENG BFR/RTT drawl ng, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation w bracing of tresses t TOT. LD. 42.0 PSF SEQN– 116107 A seal on this drawl ng or cover page I I sting this drawl ng, indicates acceptance of professional engl neer!ng <, �CY 14,20014 #45 ____— - responsibility solely for the design shorn. The suitability and use of this drawing for any structure is the 8351 Rovana Circle responsibility of the BulId!ng Designer per ANSI/TPI 1 Sec.2. S. ell Tar a DUR. FAC. 1. 15 FROM B B Sacramento,CA 95828 For more i nformati on see thl s Job's general notes page and these web site=: SPACI NG 24.0" J REF– 1 W1 B717 5203 ALPI NE: www.al pl nel tw.comv TPI: www.tpl nst.org'. WSi 3C1 www.sci ndustry com. I CC- www i ccsafe org Renewal 613012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - V2) Top chord 2x4 HF #2 120 mph wi nd, 20.75 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. I n I i eu of structural panels use purlins to brace al I fl at TC @ 24" OC. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. See DWG VAL160101014 for val I ey detai I s. 4X5--- 1. 5X4 III 5r- 0 2X4(D8R) 1-9-13 1-11-5 0-0-4 0 U 0 `J 19-7-9 1 /////////////////////////////// 1. 5X4 III 1. 5X4 III k 4-7-6 'I< 4-5-14 I— 4-7-6 4-5-14 J 9-1-4 Over Continuous Support R=85 PLF U=6 PLF W=9-1-4 RL=4 PLF Desi gn Cri t: I BC2015/TPI -2014(STD) it PROp,... F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Pt i G f1E `r'% OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357- 118 '*WARM NGI='READ AND FOLLOW ALL NOTES ON THIS DRAM NGI �5 „� �,Q TC LL 25.0 PSF REF R7175- 45126 825 N 4th Ave,Cornelius OR 97113 "I Ip°RTANT•• FURNISH THI s DRAW'NG To ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fallow A. D L 10.0 PSF DATE 06/02/17 the latest edi LI on of BC51 (But ldl ng Component Safety Information, by TPI and WTCA) for safety greet)ccs prior RL, ,' _ to performing these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ,041164, [op chord shat I have properly attached structural sheath)ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 171 53254 rigid cel l ing. Locatl ons shown for permanent lateral restraint of webs shall have bract ng instal led per BC frr111 rrr----T.. sect)uns B3, B7 or B10, as app)lcabl e. Apply plates to each face of truss and poli tl un as shown above and nt1 06/02/2017 w11 ,L= 1El 111 theed otherwise. Rg160AZfor standard plate posltlons. )BC L L O.0 PSF CA-ENG BFR/RTT �!�■�Il I L J I `VI 11-,� AI pI ne, a dl vI si on of 1 TW Bul I di g Components Group Inc shat 1 not be responsi bl a for any devl ati on from thl s OREGON drawl ng, any fat l ure to but I the truss In conformance wl th ANSI/TPI 1, or for handling, shl pal ng, AN ITW COMPANY i nstal I ati nn R braci ng of trusses e TOT. LD. 42.0 PSF SEAN- 116109 A seal on this drawing or cover page Il sting this drawl ng, Indicates acceptance of professional anal neer)rig (e 'DLY 14,20°4 ----- - responsibility solely for the design shown. The suitability and use of this drawing for any structure is th. S+ t� DUR. FAC. 1. 1 5 FROM B B 8351 Rovana Circle respond'bill ty of the Bill I ding Designer per ANSI/TM 1 Sec.2. 3 e ll Taa ' Sacramento,CA 95828 For more Information see thl s j ob•s general notes page and these web si tea: SPAC I NG 24.0" J REF- 1 W1 B7175Z03 ALPINE: www.al pineitw.com. TPI: www.tainst.org: WTCA: www.sbcindustry corn. 1CC: www.Iccsafe org Renewal 6/ 2078 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - V3) Top chord 2x4 HF #2 120 mph wind, 21.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. n I i eu of structural panels use purlins to brace al I flat TC @ 24" OC. Wind I oads and reacti ons based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. See DWG VAL160101014 for valley details. 4X5==- 4X5=== X5=4X5= 5 5 �- \ 2X4(D8R) % \[L\ 1. 5X4 III 1 1-11-5 1-5-13 0-0-4 / O 0 0 0 ///////////////////////// 1.5X4:1 20-3-8 1. 5X4 III 1. 5X4 III 4-7-7 + 1-9-5 +1-1-6--)1 L 4-7-7 _I, 1-9-5 1-1-6,J r7-6-1 Over Conti nuous Support H R=85 PLF U=6 PLF W=7-6-1 RL=3 PLF Design Cri t: I BC2015/TPI -2014(STD) P. PROF- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '!DIM _ `s,J OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-12118 **WARN!NGI**READ AND FDLLALL NOTES ON THIS DRAM �(� ( ,Q la TC LL 25.0 PSF REF R7175- 45127 825 N 4th Ave,Cornelius OR 97113 **iupoRTANT*• Fl1RNISH 7H15 DRAMING TO ALL CONTRACTORS 1NCLUOING THE INSTALLERS. 83294PE Trusses require extreme care In fabrl tail ng, handl ing, shl ppl ng, Instal l ing and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 10°.- - DL 10.0 PSF DATE 06/02/17 to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, top chord shat l have properly attached structural sheaths ng and bottom chord shat l have a properly attached BC DL 7.0 PSF DRW CAUSR7175 1 7153255 rigid cel l ing Locatl ons shown for permanent lateral rostral nt of webs shall have bracing installed per BC ,4 ,L=DO T /02/20 1 7 1 sections 03, 07 or B10, as applIcabl e. Apply plates to each face of truss and post ti on as shown above and on 06 l the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posttlons. V G L l BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW OW di ng Components Group Inc. shalI not be responsible for any devl ati on from this OREGON drawl ng, any fat l ure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shl ppl ng, - — - -- -- AN ITW COMPANY i natal I ati on R bract ng of tresses. TOT. LD. 42.0 PSF SEQN- 116111 A seal on this drew)ng or cover page listing this drawl ng, I WI utas acceptance of profess)anal eng)neer)rig 4 'VLY 14,20u `0 -- responsibiIIty solely for the des)gn shown. The sul tab)Il ty and use of thls drawl ng for any structure Is the _5 p 8351 Rovana Circle rosponol bill ty of the Bullding Designer per ANSI 1171 1 Sec. v w+ll Tan e DU R, FAC. 1. 15 F ROM BB Sacramento,CA 95828 For more i nformati on see thl s job's general notes page and these web sites: SPACING 24.0" J REF- 1 W1 B7175Z03 ALPINE: www.al pi nal tw corn• TPI: www.tpi nst.org' WTCA: www sbcl ndustry corn: ICC' www iccsafe org : 1 18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - V4) Top chord 2x4 HF #2 (**) 1 pl ate(s) requi re speci al positioning. Refer to scaled pl ate Bot chord 2x4 HF #2 plot detai I s for speci al positioning requi rements. Webs 2x4 HF Std/Stud 120 mph wind, 21.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC oad applied per IBC-15 section 1607. DL=3.0 psf. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member for dead I oad i s 2.00. design. See DWG VAL160101014 for valley details. 4X5 _1 5 5 r— /�1 1. 5X4(**) III 1111 .1 2X4(D8R) 1.--- Illiiiii 1-7-12 ll 0-0-4 = M ':I 0-9-12 —4-- I b • 20-11-9 1. 5X4 III 1. 5X4 III Inc 3-10-13 2-0-0--->i I, 3-10-13 ____L, 2-0-0 -J I< 5-10-13 Over Continuous Support R=84 PLF U=6 PLF W=5-10-13 Design Cri t: I BC2015/TPI -2014(STD) It,so PRGF� PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,e • G1fVen S'% OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of OTeg011 (503)357-1!118 **WARN! I..READ AND FOLLOW ALL NOTES ON THIS DRAM NGI c:2•• / n 825 N 4th Ave,Cornelius OR 97113 ••1 •• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. [/� 'I 83294PE -r 1. TC LL 25.0 PSF REF R7175- 45128 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow /V D L 10.0 PSF DATE 06/02/17 the latest edl ti on of BCSI (Building Component Safety Informd atl C . by TPI and WTCA) For safety pro )ces prior ..G. 0......... _ to perform)ng these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shat 1 have properly attached structural sheath)ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153256 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC Ail Ta sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on 06/02/2017 A 11 .L=AIN' I O 0 111 1 the Jol nt Details, unless noted otherwise. Refer to drawl ngs 160A-I for standard plate post tl ons. II lu ) I \v' I Alpine, a division of ITw Buil dl n )BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY I nstal I ati on R bract ng of trusses. l ng, i TOT. LD. 42.0 PSF SEQN- 116113 respons bl I l ty sol el y�f r cover es page shad.ng TThessullttaab!I 1 tyand tux Dofthidrawing forsany structturrl s the �/ 41, 04 14'20� 8351 Rovana Circle responsibillty of the eullding Designer per ANSI/TPI 1 Sec. We a Iff T a h �� _DU R. FAC 17. 15/� FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites SPACING 2 4.0" J R E F- 1 W1 B 7 1 7 5 ZO 3 ALPINE: www al pineitw.cow TPI: www.tpinst.org. WTCA, www.sbcl ndustry com. ICC• www Iccsafe org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - V5) Top chord 2x4 HF #2 120 mph wi nd, 22.27 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10,00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 2.00. See DWG VAL160101014 for val I ey detai I s. 3X5= 5 5 2X4(D8R) 2X4(D8R) � -- - 0-0-4 _ 0-1-120-11II-12 ± 111,".....dialliall1==1. 1 +1-7-9 V 2-3-10 _�_ 2-0-0 H4-3-10 Over Conti nuous Support R=83 PLF U=5 PLF W=4-3-10 Desi gn Cri t: I BC2015/TPI -2014(STD) CEO PROP& PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '$. d'h OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,'•READ AND FOLLOW ALL NOTES ON THIS DRAWING, %A0 F % TC LL 25.0 PSF REF R7175- 45129 825 N 4th Ave,Cornelius OR 97113 "I,PORTANT" FURJI SH THIS DRAWING To ALL CONTRACTORS I NGLUDI NG THE 1 NSTALLERS. $32941 4PE Trusses require extreme care In fabrlcating, handling, shlpping, Installing and bracing. Refer to and follow ' D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCS, (Building Component Safety Informatl on, by TPI and WTCA) for safety practl ces prl or to performing these font)ons. Installers shall prowl de temporary bracing per BCS, Unless noted otherwl se. - top chord shall have properly attached structural sheath)ng and bottom chord he I have a properly attached rl gid cel I i ng. Locati ons shown for permanent I afetal restrai nt of webs shat I have bract ng I nstal I ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17153257 All 1 n sections 83, B7 or 810, as applicable. Apply plates to each face of truss and poll tl on as shown above and on w 11 tl O 1�N rJ The Joint Details, unless noted otherwise. Refer tp drawings 17crtZ for standard plate positions. 06/02/2017 BC LL 0.0 PSF CA-ENG BFR/RTT IIU 1 � , Alpine, a di vl sl on of ITW Build)rg Components Group Inc. shall not be responsl ble for any devi atl on from this OREGONdrawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shlpping, AN ITW COMR4NY i nstal I atl on R brat.)ng of trusses ng, 14' TOT. LD. 42.0 PSF SEAN- 116115 Irespons bllseal on hty sorawlygfor the desor cover ! 11stshown.l ng tThe hi ssulrt h{itynand use acceptance s ce of gforsanonaltructurre sr'ths �4 �LY 0 - - - - - - responsl bi I I ty of the Sul I di ng Des!gner per ANSI/TPI 1 Sac.2. az's ell . DU R. FAC. 1. 15 FROM B B 8351 Rovana Circle V Sacramento,CA 95828 For more 1 nformatl on see this Job's general notes page and these web sl fes SPAC I NG 24.0" J REF- 1W1B7175Z03 ALPINE: www.al pi nei tw.Com• TPI: www.tpl nst.org: WTCA www.sbclndustry corn: ICC www.Iccsafe org Panalral R1nfL9f11R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - E) 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 72 pl f at -2.00 to 72 pl f at 1.46 120 mph wind, 18.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pl f at -2.00 to 4 pl f at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.O psf, wind BC BC- From 7 pl f at 0.00 to 7 pl f at 7.94 DL=3.0 psf. BC- 7.79 Ib Conc. Load at 2.00 BC- 45.52 I b Conc. Load at 4.00 Wind I oads and reacti ons based on MWFRS. BC- 172.65 I b Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IBC-15 section 1607. factor for dead I oad i s 2.00. R=147 U=23 5 I 11 _*18-7-13 9 0-1II1-5 2 18-0-0 V 2X4(A1) L----- 1<---2-0-0 >1< 1-5-8 >l< 6-5-12 >I 0-7-13 7-3-7 7-11-4 Over 3 Supports R=297 U=41 W=5.5" R=147 U=11 Design Cri t: I BC2015/TPI -2014(STD) CEO PROP PLT TYP. Wave FT/RT=2°/D(0°/D)/4(0) 16.01. ,R.�E11r ( �sc4 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-21IS "`WARNINGI H READ AND NG TON LLL NOTES ON THIS LUDINGGI �(>. 411 TC LL 25.0 PSF REF R7175- 45130 825 N 4th Ave,Cornelius OR 47113 ••IIPORTAIIT.• FURNISH THIS DRAWING To ALL coKrnACTDRs INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow /y 83294PE the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ire - DL 10.0 PSF DATE 06/02/17 to perform)ng these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shalI have properly attached structural sheath)ng and bottom chord shall have a properly attached rI gI d cei I i ng Locate ons shown for permanent I ateral rostral nt of webs shat I have brace ng I nstal I ed per BC' BC DL 7.0 PSF DRW CAUSR7175 17153258 rI T. sect)ons B3, B7 ur B10, as applicable. Apply plates to each face of truss and post ti un as shown above and on 11 rl O I the Jol nt Details, unl es5 noted otherwl se. Refer to drawl ngs 760A-Z for standard plate poll tl ons. 06/02/2017 II lU' I \�J' I Alpine, a di�I>Ion of ITW Building Components Group Inc. shall net be responsible for any deviation frim this BC LL O. 0 PSF CA-ENG BFR/RTT drawl ng, any fall ure to build the truss In conformance wl th ANSI/TPI 1, or for handl ing, she ppi ng, OREGON AN ITW COMPANY i nstal I ate on R bract ng of trusses. r TOT. LD. 42. 0 PSF SEON- 115971 A responsll bi I I tyys sol el ygf r cover e5 page sh1st!.ng tThessui drawl i i ty and use of thi s drawl ng for structtureI snths �</ s tY 4,2O� 8351 Rovana Circle responslbillty of the Sullding Designer per ANSI/TPI 1 Sec.2. S e��Tan DU R. FAC. 1 15 FROM BB Sacramento,CA 95828 For more i nformatl on see the s,ob•s general notes page and these web sites: SPACING 24.0" J REF- 1 W1 B7175Z03 ALPINE: www al pi nee tw cam TPI: mew tpi nst.org. WIC, www.sbcl ndustry.cum' ICC: www Iccsafe org Ranwtrnl R13A/90111 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - El) Top chord 2x4 HF #2 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. 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 I oad i s 2.00. !A 19-3-13 1 R=79 U=5 5 I 1-7-5 I i ) +18-0-0 2X4(A1) 7-=- L--2-0-0--->1 3-0-11 >Lc 4-10-9 0-7-Ws 7-3-7 7-11-4 Over 3 Supports R=363 U=17 W=5.5" R=107 RL=41 Design Cri t: I BC2015/TPI -2014(STD) FLEA PRp�cF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,$...� `Si'. OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 '•WARM NGI" READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI C? 0,G e., oZ TC LL 25.0 PSF REF R7175- 45131 825 N 4th Ave,Cornelius OR 97113 '•I IIpoaTAN.• FURNISH THIS DRAIN NG To ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. /,. 83294PE41 '� Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 00,.., ' D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCSI (Bull dl ng Component Safety Informatl on, by TPI and WTCA) For safety practl cos prior MIR to performing these functl ons. Installers shall provl de temporary bract ng per BCSI. Unless noted°them'se, 04111164, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl gid cei I i ng Locati ons shown for permanent I ateral restrai nt of webs shat I have braci ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17153260 rrr111 Ta sect)ons B3, B7 ur BTO, as appll cable. Apply plates to each face of truss and post ti on as shown above and on ` -7 w�F3[II I � the Joint Details, unless noted otherwl se. Refer to drawl ngs I73tZ for standard plate post tl on s. OV�O7/ZO 1 //'■l ' `vl I Alpine, a dl vi sl on of ITW Bulldl ng Components Group Inc. shall not be responsible for any devl atl on from this OREGON BC L L 0.0 PSF CA-ENG BFR/RTT drawing, any Failure to build she truss in conformance with ANSI/TPI 1, or for handling, shipping, h TOT. LD. 42.0 PSF S EON- 115954 AN ITW COMPANY I nstal I ati on a braci ng of trusses np .111 may. ,p i re5spond on I Ilty drawl el y4f r cover he dessg sheen.ng TThessul t bi I I tyOend uuse ofethis drawl ng for any struturreI s the (/ vLY 4,SOV_ — 8351 Rovana Circle 16 respond)bl I l ty of the Bull ding Desi finer per ANSI/TP1 1 Sec.2. 0".re Tan OUR. FAC. 1. 15 F ROM B B Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: SPACI NG 24.0" J REF- 1 W1 B 7 1 7 5 Z0 3 ALPINE: www.al pi net tw.corn TPI: www.t pi nst.org: WTCA: www.sbci ndustry corn. ICC: www.l ccsafe.org R.amasatfai Wan/2MR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - E2) Top chord 2x4 HF #2 120 mph wind, 18.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Wind I oads and reacti ons based on MFRS with addi ti onal C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. it EN 19-11-13 I R=135 U=16 41, 5 I 2-3-5 I 18-0-0 / / "." 2X4(A1) L--2-0-0 ->le-- 4-7-14 3-3-6 :J 0-7-1k 7-3-7 7-11-4 Over 3 Supports R=415 U=18 W=5.5" RL=54 R=112 Design Crit: I BC2015/TPI -2014(STD) �Rso PROFS' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'Ac"� 4 I NFp SAN /-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "'WARN!NGI•-READ AND FOLLOW ALL NOTES ON THIS DRAWING! C+ 9 TC LL 25.0 PSF REF R7175- 45132 825 N 4th Ave,Cornelius OR 97113 "1 NpORTANr'• FURNISH THIS DRAM NG To ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 83294PE Trusses regui re extreme care in fabrlcati ng, handling, shlppi ng, Instal Il ng and bract ng. Refer to and folI ow " it the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior / " DL 10. 0 PSF DATE 06/02/17 to performing these functl ons. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cel 1 i ng. Locati ons shown for permanent I ateral restral nt of webs shat I have bracing i nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17153261 All Te sects ons B3, 87 or 1310, as applicable. Apply plates to each face of truss and puss ti on as shown above and on 06/02/2017 A 11 Old I ! i the Joint Details, unless noted otherwise Refer to drawl ngs 160A-Z for standard plate post tl ons. Ill lu J I `vl I Alpine, a di vi sl on of ITW BuIlding Components Group Inc shall net be responsible for any deviation fr�m thi s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fat lure to build the truss In conformance wlth ANSI/TPI 1, or for handl I ng, shi ppl ng, — AN ITW COMPANY Installation R bracing of trusses 15 Oto C TOT. LD. 42.0 PSF SEON- 115955 A seal on this drawl ng or cover page dating this drawl ng, Indlcates acceptance of professional engineerinp f --_- _- responsibillty solely for the design shown. The suitability and use of this drawing for any structure Is the 4ss a j�,T a n e`0 DU R. FAC. 1. 1 5 FROM BB 8351 Rovana Circle response bill ty of the Bull ding Designer par ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this,ob s general notes page and these web sites SPACING 24.0" J REF- 1 W 1 B 7 1 7 5 Z0 3 ALPINE: wwwal pi nei tw com- TPI: www.tpinst.org: WTCA, www.sbcindustry com ICC: www I ccsafe org Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - E3) Top chord 2x4 HF #2 120 mph wind, 19.22 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 DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Wind I oads and reacti ons based on MWFRS with additional C&C member desi gn. Deflection meets L/360 I i ve and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. @ 0-7-13 R=186 U=25 5 I- 2-11-5 i J 4_18-0-0 i 2X4(A1) =-- L---2-0-0 6-3-1--------->t<----1-8-3-->1 0-7-1k 7-3-7 7-11-4 Over 3 Supports R=468 U=21 W=5.5" RL=68 R=117 ,. Desi gn Cri t: I BC2015/TPI -2014(STD) 5r��PRCIF�S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. t(,u G1oiF siO4_ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOMI ALL NOTES ON THIS DRAIN NGI ' 4/ R-Q 9 TC LL 25.0 PSF REF 87175- 45133 825 N 4th Ave,Cornelius OR 97113 **IIpORTANT•• FURNISH THI5 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE _ Trusses require extreme care in fabrIcatIng, handling, shlpoi ng, Installing and bracing. Refer to and follow Ce D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCSI (Bualdl ng Component Safety Informatl on, by TPI and WTCA) for safety orad)cos prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, top chord shat l have properly attached structural sheaths ng and bottom chord shat l have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153262 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI rI 1 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2017 A[1 1�O O I F 3 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons. ILI PON\v' `--1OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dl fall on of ITw Building Components Group Inc shall not be responsible for any deviation from this drawl ng, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handling, shlpoi ng, AN ITW COMPANY i nstal I ati on A braes ng of trusses "l/ I� t. TOT. LD. 42.0 PSF SEON- 115956 A I s on thi I y drawl y for t►hdesign sho n. thiT 'su�drawl Ingty"and use of acceptance awl nof gforstrul ctturreeerl ng I S the <, 11113' a j�1Tan!i0 DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsabll Ity of the Sul lding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more i nformati on see thi s J obs s general notes page and these web sites: SPACING 24.0" J REF- 1 W1 B7175Z03 ALPI NE: wwwal p1anitw.com• TPI: www.tpinst.org: WTCA: www.sbcindustry com. ICC• www iccsafe org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - E4) Top chord 2x4 DF-L #1&Bet. 120 mph wi nd, 19.57 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member oad applied per IBC-15 section 1607. desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor Right end verti cal not exposed to wi nd pressure. for dead I oad i s 2.00. 1. 5X4 III i 3-7-12 5 3X5 III 2X4(A1) Le--2-0-0-� 7-9-8 fie Fc 7-11-4 Over 2 Supports R=521 U=24 W=5.5" R=311 U=33 RL=84 Design Cri t: I BC2015/TPI -2014(STD) �,�EV PiRGF�S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. F e,U GipJE, s•0 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 '*WARM NGI�*READ AND FOLLOW ALL NOTES ON THIS DRAWING! C9 REQ p TC LL 25. 0 PSF REF R7175- 45134 825 N 4th Ave,Cornelius OR 97113 "1YpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� 83294PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ' - D L 10.0 PSF DATE 06/02/17 the latest edl tl on of BCSI (Bol l di ng Component Safety Informatl on, by WI and WTCA)for safety practices prl or to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwl se, top chord shat I have properly attached structural sheath)ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153263 rigid cel l lag Locations shown for permanent lateral restraint of webs shall have bract ng Installed per BCSI 11• sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2017 All ,L=41 O � I I 1 the Jol nt Detal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate poll tl ons. �!-�■ Itf. ' \v' OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dl vi si vn of ITW Build)ng Components Group Inc. shall not be responsible for any devl ati on from this drawl ng, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handl lag, shl ppl ng, AN 1TW COMPANY i nstal I at on&brari ng of trussestfe = TOT. LD. 42.0 PSF SEAN- 115993 A seal on this drawing or cover page IIat!ng this drawing, Inds utas ecceptence of professlonel engineering ‘111-Y 14,28 �O __ _ _ responsibility solely for the des!gn shown. The suitability end use of this drawing for any structure Is the *Sell��-r a r•. d •. DU R. FAC. 1. 1 5 FROM B B 8351 Rovana Circle responbill ty of the cul l di ng Designer per ANS!/TP! 1 Sec.2. Sacramento,CA 95828 For more 1 nformati on see this,ob.s general notes page and these web si tea: SPACI NG 24.0" J RE F- 1 W1 B7175 ZO3 1 ww ALPINE: www.al pineitw.cow TPI: vim,tpinst.org: WIC, www.sbclndustry coo ICC. wIccsafe org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - E5) Top chord 2x4 HF #2 120 mph wi nd, 19.27 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor Right end Vertical not exposed to wi nd pressure. for dead I oad i s 2.00. 4X5--= 5 o RI illic 1. 5X4 III 3-0-9 2-5-6 18-0-0 , 3X5(R) III 2X4(A1) L--2-0-0--->i L. 6-6-0 _i_. 1-5-4 J I, 6-6-0 1-5-4 J k 7-11-4 Over 2 Supports R=557 U=30 W=5.5" R=321 U=22 RL=59/-24 Design Cri t: I BC2015/TPI -2014(STD) *�ED PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►►� OW,- SSG OR /-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI•M READ AND FOLLOW ALL NOTES ON THIS DRAM IMINGI (Ce �AQ Z� TC LL 25.0 PSF REF R7175- 45135 �(V 83294PE - 825 N 4th Ave,Cornelius OR 97113 **I YpORTANT" FURNI SH THI s DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses require extreme care In fabrl call ng, handl ing, shl ppl ng, Instal ling and bract ng. Refer to and follow e the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10. 0 PSF DATE 06/02/17 to perform)ng these font)ons. Installers shall prowl de temporary bract ng per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheath)ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153266 ri gid eel l ing. Locations shown for permanent lateral festrai nt of webs shall have bract ng Installed per BCSI T. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and un 06/02/201 7 ALM(� I I ; the Jol nt Detal l s, unless noted otherwl se. Refer to drawings 160A-Z for standard plate post ti ons, I \v' I Alpine, a dlvislon of ITW Build)g Components Group Inc shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/PTT drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, - AN 11-W COMPANY I natal I at'on 6 bra,ng of trusses. 73 %I, cf1 TOT. LD. 42.0 PSF SEAN- 115966 A seal on this drawl ng or cover pegs II sting this drawlnnpp Indicates acceptance of profess'onal englnsaring 4 tr 14,20 e _ responsl bi l l ty solely for the design shown. The suitability and use of this drawl ng for any structure Is the Ss a j�Tar`` DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Building Designer per I/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see thi s Job.s general notes page and these web si tea SPAC I NG 24.0" J R E F- 1 W1 B717 5 Z03 ALPI NE: coo alpineltoo.com. TPI: www.tpl nst.erg: WTCA: raw.sbcindustry con: ICC: www Iccsafe org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - G) 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 72 pl f at -2.00 to 72 pl f at 1.85 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pl f at -2.00 to 4 pl f at 0.00 anywhere i n roof, RI SK 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=3.0 psf. BC- 15.43 I b Conc. Load at 2.00 BC- 22.64 I b Conc. Load at 4.00 Wi nd I oads and reacti ons based on MWFRS. BC- 93.30 I b Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 secti on 1607. factor for dead I oad i s 2.00. R=115 U=5 5 @ 9-9-13 1 1-1-5 i = 2 9-0-0 2X4(A1) —2-0-0----1< 1-10-3 >l< 6-1-1 - - 7-11-4 7-11-4 Over 3 Supports R=319 U=34 W=5.5" R=104 Desi gn Cri t: I BC2015/TPI -2014(STD) `��E�PR�FFS• PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ;' �G41E '.S OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon (503)357-2118 **WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAM NGI (9 (C, 41 Z TC LL 25.0 PSF REF R7175- 45136 NupORTANT•• FURNISH THIS ORAW1 NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4t * Ave,Cornelius OR 97113 14,/ 83294PE Trusses require extreme care in fabricating, handling, shlpping, Installing and bracing Refer to and follow he D L 10.0 PSF DATE 06/02/17 the latest edl ti on of BCSI (Elul ldi ng Component Safety Information, by TPI and VaCA) for safety practices prior eL '� to perform'ng these functl ons. Installers shall prowl de temporary brae!ng per BCSI Unless noted otherwise, top chord shat' have properly attached structural sheath)ng and bottom chord shat I have a proper)y attached BC DL 7. 0 PSF DRW CAUSR7175 17153267 rl gid ceiling. Locatl ons shown for permanent lateral rostral nt of webs shall have bracing installed per BCS Ta actions B3, Br or 010, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/20 1 7 �t f1 L� O N /+ the Jaint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posttlons. BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any faiIure to bol I the truss In conformance with ANSI/TPI 1, or for handl Ing, shlpping, AN ITW COMPANY I natal I ail on R brat,ng of tresses C TOT. LD. 42. 0 PSF SEAN- 115972 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering 4s 4/L1(14,20 d� 0 -- - responsi bi I I ty solely fbr the design shown. The sultab'llty and use of this drawlrg for any structure Is the s ell Tan. DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responslbillty of the Cul Iding Deal gner per ANSI/TPI 1 S.C.2. Sacramento,CA 95828 For more i nformatl on see thl s job's general notes page and these web s,tea: SPACI NG 24.011 J RE F- 1 W1 B7175 Z03 ALPINE. www,al pi meitw.cow TPI1 WWI.tpinet org, wTCA: www.sbcindustry.tom ICC. www.Iccsafe org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - G1) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. .. 10-7-13 R=107 U=6 5 1- 1-11-5 i 9-0-0 / 2X4(A1) L-2-0-0 >< 3-10-3 >< 4-1-1 J 7-11-4 7-11-4 Over 3 Supports R=388 U=4 W=5.5" R=109 RL=40 Desi gn Cri t: I BC2015/TPI -2014(STD) REO PROFFS (O%)/4(0) 1 b.01. 4 a01�14 S''0 OR/-/1/-/-/R/- Scale =• 5 /Ft. PLT TYP. Wave FT/RT=2% •! " Truss Components of Oregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI (q /Q 'L, TC LL 25.0 PSF REF R7175- 45137 825 N 4th Ave,Cornelius OR 97113 .•iklpORTAHT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /�, ,284PE Trusses require extreme care In fabricating, handling, shipping, installing and bracing Refer to and follow no. D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl ccs prl or 'L 0..... to performing these fundi ons Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 441164, top chord shat I have properly attached structural sheathi ng and bottom chord shat 1 have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153268 rl gid cell ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS /� )fit ffr111 r 17 sections 03, 07 or B10, as applIcable. Apply plates to each face of truss and position as shown above and un 06/02/20 17 A II ,[1=1 t O N I ; the Joint Details, unless noted otherwl se. Refer to drawin s 160A-Z for standard late sltl ons. /•�■II lu , I \v' i Alpine, a di vl sl on of ITW 8ulldl rg Components Group Inc. shall not be respond bl epfor any devl ati on from thls OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fai tore to bol ld the truss In conformance vel th ANSI/TPI 1, or for handling, shlppl ng, AN ITW COMPANY installation ft bracing of trusses t TOT. LD. 42.0 PSF SEAN- 115958 A seal on this drawl ng or cover page IIsting thls drew!ng, Indicates acceptencs of professional engineering 4 SLY 14,20 —-- responslbillty solely for the design shown. The sultablIIty and use of this drawl ng for any structure IS the *Sell�l Tar t DU R. FAC. 1. 1 5 FROM B B 8351 Rovana Circle responsibility of the Building Designer per ANSI 111.1 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this;ob's general notes page and these web sites: SPACI NG 24.0" J RE F- 1W1B7175203 ALAI NE: www.al pi mei tw.corn• TPI: www.tpi nst.org. WTCA: www sbcl ndustry.corn: ICC. www I ccsafe org Renewal 6/.30/21)18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - G2) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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 DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. E 11-5-13 R=173 U=14 5 2-9-5 JJ 4_9-0-0 2X4(A1) L-2-0-0 >L 5-10-3 >< 2-1-1-- 7-11-4 7-11-4 Over 3 Supports R=454 U=2 W=5.5" RL=54 R=115 Design Crit: I BC2015/TPI -2014(STD) QED PROps PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Pc I �G1�F�Oft OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "wARMNGI„READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI �1 'r 9 TC LL 25.0 PSF REF R7175- 45138 825 N 4th Ave,Cornelius OR 97113 "'I IWORTANr• FURNISH THI s DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. .ie 83294PE Trusses requl re extreme care In fabrf call ng, handl l ng, shl ppi ng, Instal l ing and bract ng. Refer to and follow 1b the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior aL ` : DL 10.0 PSF DATE 06/02/17 to performing these functl ons. Installers shall prowl de temporary bracing per BCSI Unless noted otherwl se, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gl d cel I 1 ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have brat'ng I nstal I ed per BCS !1 �1 BC DL 7.0 PSF DRW CAUSR7175 17153269 A sect'ons B3, B7 ur B1O, as app)I cab)e. Apply plates to each face of truss and poli tl un as shown above and un 1 6/02/2`/17 A 1 ILO 1 I . the JoI nT Details, unless notecif:,therwl se. Refer to drawln 5 100A-Z for standard late osl t ons. I \v' Ig p p OREGON BC LL 0.0 PSF CA-ENG BFR/RTT F Alpine. a division of ITW Buing Components Grvup Inc. shall not be respond ble for any deviation from this drawl ng, any fat lure to but I the truss In conformance vel th ANSI/TPI 1, or for handl ing, shl ppl ng, AN ITW COMPANY Hetet I ati on R bran'ng of trusses C TOT. LD. 42.0 PSF SEON- 115959 A seal on this drawl ng or cover page IIet!ng this drawl ng, Indi Utes acceptance of professional engineering 4 411LY 14,204 a _ respond rq responsibility solely for the design shown. The suitability and use of thus draw for any structure is the Ss • 1 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. a 11 T a n DU R. FAC. 1 5 Sacramento,CA 95828 For more i nformatl on see thI s j ob•s general notes page and these web si tee: SPAC I NG 24.0" J RE F- 1 W1 B7175Z03 ALPINE: www.al pinelto com• TPI: www.tpinst.org: WTCA: www.sbcindustry tom ICC• www Iccsafe org Renewal 8!3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 plf at -2.00 to 72 plf at 1.85 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 4 pl f at -2.00 to 4 pl f at 0.00 anywhere i n roof, RI SK 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 5.94 DL=3.0 psf. BC- 15.43 I b Conc. Load at 2.00 BC- 22.64 I b Conc. Load at 4.00 Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Defl ecti on meets L/360 Iive and L/240 total I oad. Creep increase factor I oad applied per IBC-15 section 1607. for dead I oad i s 2.00. R=56 U=2 1---- _ `J 9-9-13 1 5 1-1-5 i 29-0-0 V 2X4(A1) 1.‹---2-0-0--->i‹--1-10-3 > 4-1-1 J I< 5-11-4 Over 3 Supports 1 R=334 U=35 W=5.5" R=77 U=1 Design Cri t: I BC2015/TPI -2014(STD) �,�E1�PROFESS' PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. +<� CON rk. �et OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI•• READ AND FOLLOW All NOTES ON THIS DRAM IMI k dQ TC LL 25.0 PSF REF R7175- 45144 825 N 4th Ave,Cornelius OR 97113 ••11 iANT•• FURNI SH-nos DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 4 83294PE 7 Trusses require extreme care In fabricating, handling, shlpping, Installing and bracing. Refer to and follow �J • D L 10. PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl cos prl or to perform)ng these functl ons. Installers shall prowl de temporary bracing per BC51. Unless noted otherwl se, top chord shat I have properly attached structural sheath)ng and bottom chord shat I have a properly attached •C DL 7.0 PSF DRW CAUSR7175 17153270 rigid eel l ing. Locatl ons shown for permanent lateral rostral nt of webs shall have bract ng installed per BCSI a T. sections 03, B7 or B1O. as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2.017 A ,[L I ( the Joint Details, unless noted otherwl se. Refer to drawl ngs 160A-2 for standard plate post tl ons, �!-�■ I \v' I Al pl ne, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL O.0 PSF CA-ENG BFR/RTT drawing, any fat lure to but I the truss In conformance Al th ANSI/TPI 1, or for handling, shl ppi ng, AN ITWCONWANY installation F bracing of trusses. �4 nsTOT. LD. 42.0 PSF SEQN- 115973 A seal on thl s drawl ng or cover pegs I I stI ng thl s drawl no, I ndl catss acceptance of profess)onal anpl merino �CY 14,xp responsl bill ty solely for the design shown. The sul tab)II ty and use of this drawl ng for any structure Is the, Ss ell Tar' DU R. FAC. 1. 1 5 FROM B B 8351 Rovana Circle responsl bill ty of the Bull dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this;ob•s general notes page and these web site,: SPACI NG 24.0" J REF- 1W1 B7175Z03 ALPINE: www.al pineitw com• TPI: www.tpinst.org.. WTCA: www.sbclndustry con, ICC' www.Iccsafe org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - Fl) 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 I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. 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 I oad i s 2.00. : 1:113 1-11-5 i 2X4(A1) -2-0-0--- L---------3-10-3 < 2-1-1--->-1 l 5-11-4 Over 3 Supports R=381 U=5 W=5.5" RL=40 R=82 Design Cri t: I BC2015/TPI -2014(STD) �,Q'�O PRO/cFss PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'd� dtNF� 4 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAM NGI "r TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "*IYpORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 9 REF R7175- 45145 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow -• p L 1 0.0 PSF DATE 06/02/17 the latest edition of BCSI (Bulldi ng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these Functions. Installers shall provide temporary bract ng per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF DRW CAUSR7175 17153271 ri gid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI T. sections B3, B7 or B10, as applIcabl e. Apply plates to each face of truss and post ti on as shown above and on 06/02/2017 A 1 IUO [1 N I i thAle pl Jolne,nt adl Detavi isils, unlof ITw ess notBuleld diongtherwise. ReferGroup to di ncrawl ngsshall 160A-Znotbe forresponsibl standard plate posltl ons. 1 on Components . e for any devl atl on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any failure to build the truss in conformance with ANSI/WI 1, or for handling, shi ppl ng, AN ITwCOMPANY installation R brar.ing of trusses 3 �tv14,zo04 TOT. LD, 42.0 PSF SEON- 115960 rrseal on-espons bi 1 IUty sol ygor cover for the desslign I horn. thi Thessul tawbi i i ty0and use acceptance this drawl nof gforsany Istr�ureeri ngI s the --�--- 8351 Rovana Circle responsbillty of the Bullding Designer per ANSI/TP1 1 Sec.2. SS e H Tar DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this,ob.s general notes page and these web sites: SPACI NG 24.O' J REF- 1 W1 B7175ZO3 ALPINE: www.al pineitw.com• TPI: woe,tpinst org WTCA: www.sbci ndustry cora. ICC. www Iccsafe org Renewal 613012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - F2) 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 I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=3,0 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 oad applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor Right end Vertical not exposed to wi nd pressure. for dead I oad i s 2.00. 1. 5X4 III 5 2-9-12 i J �� 9-0-0 1 L•J �� 1. 5X4 III 2X4(A1) .---=- 1<---2-0-0---›-I 5-9-8 72 5-11-4 Over 2 Supports R=443 U=3 W=5.5" R=218 U=11 RL=54 Desi gn Cri t: I BC2015/TPI -2014(STD) �,REI�PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ►e 0 a1N . S'' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRAMA NGI V TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "1Ii0RTANT'• FURNI SH THI s DRAM NG TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. 83294PE yREF R7175- 4 5146 Trusses regulre extreme care In fabrlcat!ng, handling, shipping, Installing and bracing. Refer to and follow - D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (But ldi ng Component Safety Informatl on, by TPI and WTCA) For safety practl ces prl or to performing these functl ons. Installers shall provide temporary bracing per BCSI Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cei I i ng Locati ons shown for permanent 1 ateral restrai nt of webs shat I have bract ng Instal I ed per BCSI 2�1 ^1 :C DL 7. 0 PSF DRW CAUSR7175 17153272 T., sect!uns 83, B7 or B10, as app!Icab!e. Apply plates to each face of truss and posttlon as shown above and on 06/02/201 A 11 .L= 1 ' the Jai nt Detal ls, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post tl ons. - I ' Alpine, a division of ITV/Building Components Group Inc. shall not be responsible for any deviation From this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance wlth ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY nstal I atl on A bran.i ng of trusses l np -n SLY 14,30 4.0 � TOT. LD. 42.0 PSF SEAN- 115961 respons bI I1A seal on 'ty sole ygor cover for the desiggn shown. thl Theasul tab!I I ty"dl cat's and use of this drawl nof g for any structure strl uturreV/ri ng I s the {� 8351 Rovana Circle responsl blllty of the Building Designer per ANSI/TPI 1 Sec.2. sell Tao.' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thl s job's general notes page and these web si tel SPAC I NG 24.0II J REF- 1 W1 B7175Z03 ALPINE: www.al pinelto com- TPI: www.tpinst org. WTCA: www.sbcindustry.com: ICC. www iccsafe.org I Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - NG) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 2 COMPLETE TRUSSES REQUI RED 1 t z Bot chord 2x4 DF-L #1&Bet. Webs 2x4 HF Std/Stud :W8 2x4 HF #2: Nai I Schedule:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.00" o.c. Special I oads Bot Chord: 1 Row @ 1.25" o.c. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 72 plf at 0.00 to 72 plf at 1.58 Use equal spacing between rows and stagger nails TC- From 36 pl f at 1.58 to 36 pl f at 7.94 i n each row to avoid splitting. BC- From 7 pl f at 0.00 to 7 pl f at 7.94 TC- -1.96 I b Conc. Load at 1.55 (**) 4 pI ate(s) requi re speci al positioning. Refer to scaled pl ate BC- 1812.35 I b Conc. Load at 1.00 pl of detai I s for special positioning requi rements. BC- 4.06 I b Conc. Load at 1.64, 3.64, 5.64, 7.64 BC- 1886.92 I b Conc. Load at 3.00 120 mph wi nd, 18.67 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- 1961.49 Ib Conc. Load at 5.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 1725.39 I b Conc. Load at 7.00 DL=3.0 psf. Wi nd I oads and reacti ons based on MWFRS. 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 I oad i s 2.00. 4X8(R) III 5 r- 6X8- 3X5(**) = 1.5X4 III T2 8 6X8 - ---71111.------..._l 0-11-15� . 18-0-0 •2l 1. 5X4(**) III 6X8= 3X5(**) III 5X5(A2) = 6X8(**) 4X8(R) III c 1-6-15 >,I 1-7-15 I< 1-6-3 ,j` 1-6 -3 ''I� 1-7-15 _I I 1-6-15 1-7-15 1-6-3 1-6-3 1-7-15 -I I. 1-6-15 ,I. 6-4-5 ,I i 7-11-4 Over 2 Supports >I R=3987 U=238 W=5.5" R=3810 0=267 Design Cri t: I BC2015/TPI -2014(STD) �,�EO PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. . {��tVE�, `sI OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ""WARNI NGI".READ AND FOLLON ALL NOTES ON THIS DRAIN NGI TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I'PORTANT'. FURNI SH THIS DRAIN NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. MI 83294PE REF R7175- 45147 Trusses require extreme care 1n fabrlcaling, handling, shipping, 1nsTal1ing and bract ng. Refer to and fol IOW a ' D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety grad)ccs prior to performing these functions Installers shall provide temporary bracing per BC51 Unless noted otherwise. Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cel 1 i ng. Locatl ons shown for permanent I ateral restraint of webs shat I have braei ng i metal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17153276 �t Te recti ons B3, B7 or B10, as app)l cab!e. Apply plates to each face of truss and position as shown above and on 06/02/2017 A l' O I I the Joint Details, unless noted otherwise Refer to drawings 16°A-Z For standard glare goal Tions. I \v' OREGON BC LL 0. 0 PSF CA-ENG BFR/PTT I Al pl ne, a dl vi sl on of ITW Build)ng Components Group Inc shall not be responsl ble for any devl ati on from thl drawl ng, any fal lure to build the truss In conformance with ANSI/TPI 1, or for handling, sill ng, AN ITW COMPANY i metal I ati on ft braei ng of trusses gp TOT. LD. 42.0 PSF SEON- 116031 A seal on thi a drawl rig or cover page I I sting thl s drawl ng, I ndl utas ecceptance of profess)oral engi neer)rig G wLY 14,20� v t 8351 R°vana Circle rresponsl bill ty ofofl the BulldlinngDesigneerrper APS/TPI t 1 Sec.2 and use of this drawl ng for any structure Is the ss a II T a h'� DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thl s J ob.s general notes page and these web sites: SPAC I NG 24.0" J REF- 1 W1 B7175Z03 ALP'NE: www.al pi mel tw.com- TPI: www.tpi net.org: WTCA: www.sbci ndustry corn ICC- waw i ccsafe org Renewal 6/30/2048 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - H) 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 72 plf at -2.00 to 72 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pl f at -2.00 to 4 pl f 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=3.0 psf. BC- 15.43 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 I oad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. @ +9-9-13 5 7— R=18 MM 1-1-5I W 4j 9-0-0 V 2X4(A1) = R=50 L-2-0-0 >L 1-10-3 2-3-5- ->i 0 7-13 3-4-3 F 4-0-0 Over 3 Supports--- R=344 U=30 W=5.5" CEO PROP . Design Cri t: I BC2015/TPI -2014(STD) At, `rS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0Irt i,"INe �0,_ OR/ -/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAM 83294PEifb TC LL 25.0 PSF REF R7175- 45148 825 N 4th Ave,Cornelius OR 97113 '•1lipoRTANT•• FIARNI SH THIS DRAWING TO ALL CONTRACTORS 1 NCLIIDI NG THE INSTALLERS. Trusses regul re extreme care in fabri call ng, handl l ng, shipping, Installing and brace ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prIor C I L 10.0 PSF DATE 06/02/17 to perform)ng these functl ons. Installers shall prove de temporary bracing per BCSI Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I I ng. Locate ons shown for permanent I ateral rostral nt of webs shat I have bracing i natal I ed per BCSI 06/02/2017 ;C DL 7.0 PSF DRW CAUSR7175 17153277 ra sections 03, 87 or 810, as apPlr cab.e. Apply plates to each face of truss and position as shown above and on ,4� ICON - 1 the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate posltlons OREGON •C L L 0.0 PSF CA-ENG BFR/RTT J Alpine, a di vl sl on of ITW Bulldl ng Components Group Inc. shall not be response bre for any deur ati on from this drawing, any far lure to bur I the truss in conformance vel th ANSI/TPI 1, or for handling, shi pp!ng, nit ITW COMPANY I natal l at on it bracing of trusses 4, itY 14,20d* m TOT. LD. 42.0 PSF SEON- 115974 A seal on this drawl ng or cover page IIsting this drawl ng, Indicates acceptance of professional .1191 n.rl 09 aA responsi IA I ty solely for the deal gn shown. The sul tab)Il ty and use of this drawl ng for any structure Is the S e li T a r - DUR. FAC. 1. 15 F ROM BB 8351 Rovana Circle responal bi l l ty of the Bull ding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see thi s j cob's general notes page and these web si res Renewal 8/30/2018 SPACI NG 24. 0" J RE F- 1 W1 B7175 Z03 ALPINE: wwwal pi nei tw.cony TPI: wwwtpl net.org: WTCA: www.sbci ndustry con ICC: www.I ccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - H1) 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 I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor Right end verti cal not exposed to wi nd pressure. for dead I oad i s 2.00. 1.5X4 III 0011111 2-0-1 wii.... 111111.11.1.111111111111111111111kij ® 9-0-0 II 1.5X4 III 2X4(A1) —2-0-0—� 3-10-4 -z I<-- 4-0-0 Over 2 Supports--"I R=375 U=6 W=5.5" RL=41 R=120 U=6 REQ PROP,. Desi gn Cri t: I BC2015/TPI -2014(STD) •(� SA, S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. o' SNE. �O OR/-/1/-/-/R/-Ai Scale =. 5“/Ft. "WARM NGI•. READ AND FOLLOW ALL NOTES DN THIS DRAMNGI f,V 83294PE - TC LL 25.0 PSF Truss Components of Oregon 50731372118 ..iiAm RTANT” FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 45149825 N 4th Ave,Cornelius OR 91 (r Trusses require extreme care In fabrlcponen handling, shlpplon, Installand and bracing. Refer to and follow C DATE 06/02/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' )L 1 0.0 PS F to perFormi ng these fundi ons Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF DRW CAUSR7175 17153278 rigid cel ling Locations shown for permanent lateral restraint of webs shall have bract ng installed per BCSI 06/1)2/20 17 e Ta sct)ons B3, B7 or B10, as applicable. Apply plates to each face of truss and poli tl on as shown above and on AFFr(1IIIlu I O1� I ! ' the Jol nt Dotal I s, unless noted otherwl se. Refer to drawl ngs 160A-7 for standard plate post ti ons. OREGON EGO N J I `vl,I`�, Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this BC LL O.0 PSF CA-ENG BFR/RTT drawl ng, any Val Jere to build the truss In conformance with ANSI/TPI 1, or For handl I ng, shl ppi ng. AN ITW COMPANY i nstal I ati on R brant ng of trusses. 4 wy oo h14,ztm TOT. LD. 42.0 PSF SEAN- 115962 A seal on this drawl ng or cover page IIstIng this drawl ng, Indlcotes acceptance of profess!anal anginearing S "16responsl bill ty solely for the deal gn shown. The sul tabll I ty and use of this drawl ng for any structure Is the s e 11-rail DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I I ty of the Bul I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this J ob.s general notes page and these web si tes: Renewal 6130/2018 SPACING 24.0" J RE F- 1 W1 B7175Z03 ALPINE: www.al pi nei tw.comv TPI: www.tpi nst.org. WTCA: www.sbci ndustry corn. ICC: wwwi ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - D) Top chord 2x4 DF-L #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 71 pl f at -2.47 to 71 pl f at 2.35 120 mph wi nd, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pl f at -2.47 to 4 pl f 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 3.94 DL=3.0 psf. BC- 16.11 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live oad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 11 �, 18-9-13 1 4 I R=15 1-1-5 m. J `� 18-0-0 V 2X4(A1) ,--- Lr-----2-5-11 2-4-3 >— 1-7-1--->-1 3-11-4 Over 3 Supports--I R=414 U=52 W=5.5" R=46 iso PROFF Design Cri t: I BC2015/TPI -2014(STD) 4 `SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •4% �Ne. �O� OR/-/1/-/-/R/- Scale =. 5"/Ft. **WARN!NGI"'READ AND FOLLOW ALL NOTES ON THIS DRAPING! T Truss 825 N4thAve, ofCornelius Oregon (503)357-2118 ,•IIPORTNYT,• Fr1RNISH THIS BRAKING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L 83294PE '�7 TC LL 25.0 PSF REF R7175- 45150 825 N 4th Ave,Cornelius OR 97113 Trusses requl re extreme care In fabrl cati ng, handling, shf ppl ng, Installing and bract ng Refer to and follow the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior '' C I L 10.0 PSF DATE 06/02/17 to performing these fundi ons Installers shall prowl de temporary bracing per BCS). 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. Locati ons shown for permanent I ateral restral nt of webs shat I have bract ng I nstal I ed per BCSI 06/02/2017 :C DL 7.0 PSF DRW CAUSR7175 17153279 fff111 Teecti ons B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and un A II 1j EJ I Hl the Joint Betel ls, unlesT noted otherwl se. Refer to drawl ngs 160A-Z for standabd Plate post[Ions. �!-,■II I \V' I Alpine, a di vl sl on of ITW Bulldl ng Components Group Inc. shall not be respond ble for any devl atl on from this OREGON C LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fol lore to but Id the truss In conformance with ANSI/TP1 1, or for handl I ng, shlppi ng, AN IT-1/1/COMPANY I nstal I ati on h bra,ng of trusses 4/ ‘111.Y 14,20a4 ATOT. LD. 42.0 PSF SEON- 115970 A seal on this drawl ng or cover page Iiat!ng this drawl ng, Indl utas acceptance of professional engineer!g – responsibility solely for the design shown. The suitability and use of this drawl ng for any structure Is the ell Tar e. DUR. FAC. 1. 15 F ROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 45828 For more i nformatl on see thi s j ob's general notes page and these web si tes: Renewal 6/3012018 SPACI NG 24.0" J RE F- 1W1 B7175Z03 AI_PI NES www.al pl mei tw.corn• TPI: www.tpi nst.org: WTCA: wawsbci ndustry corn: ICC. wwwiccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - D1) Top chord 2x4 DF-L #2 120 mph wi nd, 18.57 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IBC-15 section 1607. desi gn. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. 1.5X4 III 4 i 1 1-7-11 „ 18-0-0 1.5X4 III 2X4(A1) --2-5-11-� 3-9-8 17 - 2 H 3-11-4 Over 2 Supports R=428 U=39 W=5.5" RL=41 R=93 U=6 Design Cri t: I BC2015/TPI -2014(STD) REQ PROFS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. �,`:,,4,0T,,, Sim OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN'NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI (G- 4/ REF R7175- 45151 p .“I 1FORIANT” FIRM SH THIS DRAVA NG TO ALL CONTRACTORS I NCLIAI NG THE I NSTALLF.RS. TC L L 2 5.0 PSF 825 N 4th Ave,Cornelius OR 97113 83284PE Trusses regal re extreme care I n fabrl call ng, handl I ng, shl ppl ng, I nstal I I ng and bract ng. Refer to and fol I ow DL 10.0 PSF DATE 06/02/17 the Iatest edi tl on of BCSI (Building Component Safety Informatl on, by TPI and wTCA) for safety practices prl or to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwl se, top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7. 0 PSF DRW CAUSR7175 17153280 rigid ceiling Locatl ons shown for permanent I ateral restraint of webs shal I have bracing I nstal I ed per BCS 06/02/2017 � !� Ta sections B3, 87 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/20 1 7 A 1 'I O E1 f I . the Joint Octal ls, unless noted otherwise. Refer to drawin s 160A-Z for standard late osi tl ons. lU' f \V' I g p p OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Al pl ne, a dl vl sl on of ITW Buildl ng Components Group Inc. shall not be respond ble For any devl atl on from th15 drawl ng, any fel lure to build the truss In conformance with ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITW COMPANY installation B bracing of trusses 1t TOT. LD. 42.0 PSF SEAN- 115953 A seal on this drawl ng or cover page II sting this drawl ng, Indicates acceptance of professional engineering <0 LY 14,20t0 - respond bill ty sol el y for the design shown. The sul tebl I I ty and use of this drawl ng for any structure I s the Ss e t T a h DU R. FAC. 1. 15 FROM B B 8351 Rovana Circle responsl bill ty of the Bull ding Designer per ANSI�I 1 Sec.2. Sacramento,CA 95828 For more i nformatl on see this Job's general notes page and these web d tes SPACING 24.0" J RE F- 1 W1 B717 5 Z03 ALPINE: www.al pl nei tw.cony TPI. wwv tpinst org: WTCA: mow.sbclndustry com. ICC ,wdw iccsafe org Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - D1G) Top chord 2x4 HF #2 Speci al I oads Bot chord 2x4 HF #1&Bet. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 pl f at 0.00 to 71 pl f at 3.94 BC- From 14 pl f at 0.00 to 14 pl f at 3.94 120 mph wi nd, 18.98 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- 570.49 I b Conc. Load at 2.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad Deflection meets L/360 Iive and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead I oad i s 2.00. 1. 5X4 III 4 1--- 1-7-11 _..dllIllIllIllIllIll II i J 18-0-0 It 1.5X4 III 2X4(A1) 3-9-8 2- H 3-11-4 Over 2 Supports- rt R=465 U=28 W=5.5" R=440 U=26 Design Cri t: I BC2015/TPI -2014(STD) EO PROFFS (0 )/4(0) 16.01. •,48.5`_,- GE' '% OR/-/1/—/—/R/— Scale =. 5' /Ft. PLT TYP. Wave FT/RT=2°/B % • ' Truss Components of Oregon (503)357-2118 "WARN!NGI w. READ AND FOLLOW ALL NOTES ON THIS DRAWING! (P (� /Q TC LL 25.0 PSF REF R7175- 45152 825 N 4th Ave,Cornelius OR 97113 "i +iANT" FURNI SH TNI s DRAW!NG TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLIRS. ((/ 83294PE Trusses require extreme care In fabrl earl ng, handl log, shlppl ng, Install log and bracing. Refer to and follow Ar the latest edition of BCSI (Building Component Safety Information, by TPI and wrCA) for safety practices prior .i � : DL 10.0 PSF DATE 06/02/17 to perform)ng these functions Installers shall prowl de temporary bract ng per BCSI Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gl d cel I i ng Locate ons shown for permanent I Otero) restral nt of webs shat I have brace ng I nstal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17153283 A J , n sections B3, 87 or 810, as app)lcebl e. Apply plates to each face of truss and pull tl on as shown above and on 06/02/20 _ - 1 t it the Joint Dotal Is, unless noted otherwise. Refer to drawings 160A,for standard plate positions. BC L L 0.0 PSF CA—ENG BFR/RTT I Alpine, a di vi sl on of ITWBI Solidi ng Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, she ppl ng, AN ITW COMPANY Installation a bracing of trusses TOT. LD. 42.0 PSF SEAN— 115976 Aseal on espons bl I Itty sort el l ypor cover for the desP gn show. tThi ssul t bng, I I ty'and use oi cat.off the s dsawi nof g forssi aney11.truct reeri I s'g the G SLY 14,ZDV- + - ssellI Tan t` DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsbl n ty of the Sul l dl rq Desi grlar per ANSI iTvl T Sec.z. Sacramento,CA 95828 For more Informatlon see this job's general notes page and these web sites SPACI NG 24.0" JREF— 1W1B7175Z03 ALPINE: www.al pineltw Com• TPI: wAx.tpinst org: WTCA: www.sbcindustry.com: ICC: www iccsafe org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - I) Top chord 2x4 DF-L #2 120 mph wind, 18.25 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind Ioads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. 1. 5X4 III 4 r-- I 1 -':I 0-11-15II —.11111111111115 V +18-0-0 1. 5X4 III 2X4(A1) --2-5-11 aI ri R=4 Rw=38 U=39 H-1-10-4-- 2-0-0 Over 2 Supports I— R=417 U=57 W=5.5" RL=29 Design Cri t: I BC2015/TPI -2014(STD) ��EO PROF& ( )/4(0) 16.01. ``Q �G'k41E % OR/-/1/-/-/R/- _ Scale =. 5 /Ft. PLT TYP. Wave FT/RT=2% 0% �� " Truss Components of Oregon (503)357-2118 w'WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING/ O 4 0 TC LL 25.0 PSF REF R7175- 45153 825 N 4th Ave,Cornelius OR 97113 "1 mp°RTµT" FORM SH THI s DRAwI NG To ALL CONTRACTORS I NCLIIDI NG THE INSTALLERS. (V 83294PE Trusses requl re extreme care In fabrl call ng, handl l ng, she ppl ng, Installing and bract ng. Refer to and follow 4 the latest edition of BCS/ (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1'r : DL 10.0 PSF DATE 06/02/17 to performing these fund)ons. Installers shall provide temporary bracing per BCS/ Unless noted otherwise, __ top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached ri gf tl cee 1 i ng Locate ons shown for permanent f atetral rostral nt of webs shat I have brace ng i nstal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17153285 r� oollII ''A\\I ra sect)ons B3, 87 ur 810, as applicable. Apply plates to each face of truss and poli ti un as stwwn above and un 06/02/20 17 AII t�tj 1 J II , the Jol nt eotall s, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post tf ons. II 1 Alpine, a divlslon of ITW Bulldirg Components Group Inc. shall not be responsible for any deviation from thl5 OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fall ure to build the truss In conformance wl th ANSI/TPI 1, or for handlf ng, shi ppl ng, AN ITW COMPANY i nstel I ati on A braci ng of trusses p "L d. 0 TOT. LD. 42.0 PSF SEAN- 116029 �resppooll sl on i ltys drasol wl y°f r it desii 9 sI heen ng. thussdrew!li i l i tI ng y and be offtthl s drawfngffess!or oy alstengu�i neer! <I 'LILY 14,20 8351 Rosana Circle response bill ty of the Bull dl rig Desi gner par ANSI/MI 1 Sec.2. Sra e It Tar DUR. FAC. 1. 15 FROM B B Sacramento,CA 95828 For more information see this,ob.s general notes page and these web sites: SPAC I NG 24.0" J REF- 1 W1 B7 1 7 5 Z03 ALPINE. wxw.alpineitw.corn- TPI: www.tpinst orig. WTCA: www.sbcindustry.com: ICC-. www.Iccsafe org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - B) Top chord 2x4 DF-L #2 120 mph wi nd, 18.31 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.O psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. R=2 Rw=16 U=13 �-, 18-9-13 4 = 1-1I-5 r —�I +18-0-0 V 2X4(A1) = R=8 Rw=22 U=20 L--2-5-11 >l< 1-11-6_L6"5.1 2-4-3 Over 3 Supports r —I R=416 U=54 W=5.5" RL=31 Desi gn Cri t: I BC2015/TPI -2014(STD) REO PROFFS, AN PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •! • Glk E —.00 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI rye 1' iQ TC LL 25.0 PSF REF R7175- 45154 825 N 4th Ave,Cornelius OR 97113 " IR 1IPORTA " FIAINI SH TNI S DRAMA NG To ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. 4/ .rt" Trusses require extreme care In fabrlcating, handling, shipping, Instal 11 ng and bracing. Refer to and follow D L 10.0 PSF DATE 06/02/17 the latest edl tl on of BCSI (But Idi ng Component Safety Informer)on, by TEl and WTCA) for safety practl ces pre or 00.1..''' _ to perform)ng these functl ons Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheath)ng and bottom chord shat I have a proper!y attached BC DL 7.0 PSF DRW CAUSR7175 17153288 rigid cei l ing. Locatl ons shown for permanent lateral rostral nt of webs shall have bracing insta!Ied per BC 1., sects ons B3, B7 or 810, as applicable. Apply plates to each face of truss and poli tl on as shown above and on 06/02/2017 L/n^/2O 1 7 A 1 rLO CI I 1 the Jol nt Dotal ls, unless noted otherwl se. Refer to drawln s 16OA-Z for standard late osl tl ons. V 1/G L �1�'■ I \v' ' g p p )BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dlvlslon of ITW Bullding Components Group Inc. shall not be responsible for any deviation From th15 OREGON drawing, any fel lure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY I nstal I atl on A bract ng of trusses L' TOT. LD. 42.0 PSF SEON- 115946 A seal on thl s drawl rig or cover paps 1 1 stl ng thl s drawl rig, I ndi utas acceptance of profsssl oral engl neer!ng 4 ‘1/1-Y 14,20°4 1 — . --- - responsiblllty solely for the design shown. The suitability and use of this drawing for any structure Is the DU R. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responsiblllty of the Bull dl ng Designer per ANSI/TPI 1 Sec.2. *sett s@tt Tar - Sacramento,CA 95828 For more Information see this,ob.s general notes page and these web sites: SPAC I NG 24.0" J R E F- 1 W 1 B7 1 7 5 Z0 3 ALPINE: www.al pi nettw.cony TPI: www.tpinut.erg: WTCA: www.sbci ndustry com: ICC: 'AWN.lccsafe org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - B1) Top chord 2x4 DF-L #2 120 mph wi nd, 18.72 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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 DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase factor for dead I oad i s 2.00. R=118 U=15 moi. 19-7-13 \`J 4 1-11-5 -" 18-0-0 + R=46 U=21 2X4(A1) 1<----2-5-11 >Lc 1-11-6 3-0-5 k 4-10-3 Over 3 Supports R=437 U=50 W=5.5" RL=48 Desi gn Cri t: I BC2015/TPI -2014(STD) QED PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •! • �1�1f `S--.• OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357- 118 "*WARM NGI*" READ AND FOLLOW ALL NOTES ON THIS DRAM NGI �/�� xzs 1v 4th Ave,Cornelius OR 971)13 ••1gpoH Alli"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �+ !�� Q 2 TC L L 25.0 PSF REF R7175- 45155 Trusses r ui re extreme care I n fabrl earl n handl i n shi i n I nstal I I 83294PE 9 eq g, g, pp" g, ng and bracing.safety to and follow D L 10.0 PSF DATE 06/02/17 the latest edl tl on of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practl ccs prl or ' _ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, tap chord shat I have properly attached structural sheaths ng and bottom chord shal I have a proper)y attached BC DL 7.0 PSF DRW CAUSR7175 17153289 rigid eei l ing Locations shown for permanent lateral restraint of webs shall have bracing installed per BC IItr11II I1 to sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/02/2017 A tLIO N 1 1 the Joint Dedtal ls, unless noted otherwise. Refer,to drawl ngs 160A-Z for standard plate post tl ons -; Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this OREGON BC L L 0.0 PSF CA-ENG BFR/RTT drawing, any failure to bol I the truss In conformance wl th ANSI/TPI 1, or for handling, shi ppl ng, AN ITWCOMRA,NY InstalIation a bracing of trusses 13C TOT. LD. 42.0 PSF SEON- 115947 se A al on this drawing or cover page lusting thus drawing, Indicates acceptance of professional engIneer!ng 40 1/LY 14,204 t0FAC. - - -- responslbiilty solely for the design shown. The suitability and use of title drawing for any structure is the DU R. FAC. 1. 1 5 FROM BB 8351 Rovana Circle respond blI1ty of the Sul 1dl ng Deal goer per-ANSI/TPI 1 Sec.2. 3 e II Tao Sacramento,CA 95828 For more Information see thl s,ob•s general notes page and these web sI tes �` SPACING 24.0" J RE F- 1 W1 B7175Z03 ALP!NE: www.al pi nes tw.coat TPI: www.tpl nst.org. WTCA: www.sbci ndustry corn: ICC: www I ccsafe org Renewal 8!30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - B2) Top chord 2x4 DF-L #2 120 mph wi nd, 19. 14 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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 DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Defl ecti on meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. R=192 U=26 11 0-5-13 4 1-- 2-9-5 i ! :=173U=18 ) L---2-5-11----- ----1-11-6-->L------5-6-5 k 7-4-3 Over 3 Supports R=415 U=49 W=5.5" RL=65 Desi gn Cri t: I BC2015/TPI -2014(STD) FLED PROP PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. F, i _ _ `ss'i OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 •*WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAM NGI REF R7175- 45156 p "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L L 25.0 PS F 825 N 4th Ave,Cornelius OR 97113 83294PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and followli2D L 10.0 PSF DATE 06/02/17 the latest edi tl on of BCSI (But ldi ng Component Safety Informatl on, by TPI and WTCA) for safety practices prl or ' to perform'ng these functions. Installers shall prowl de temporary brae'ng per BCSI. Unless noted otherwl seg top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached rl gid Coil i ng. LeoutI ons shown for permanent I ateral rrstrai nt of webs shat I have bract ng I nstal I ed per BC BC DL _ 0 PSF DRW CAUSR7175 17153290 Ail 7 gut,'uns B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shuwn above and on 06/02/2017 6/02/20 1 7 A II 1P III I 1 gut,' Details, unless noted ongerwl se. Refer to drawl ngs 160A-Z for standard plate pos1tions. V 2 / BC LL 0.0 PSF CA-ENG BFR/RTT �1�1■Il I \�1' I Al pl ne, a dl vl sl on of ITW Bulldl rg Components Group Inc. shall not be respond ble for any devi atl on from this OREGON drawl ng, any fel I ure to but I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shl ppl ng, AN ITW COMPANY I nstal I at'on H brad ng of trusses 13 C TOT. LD. 42.0 PSF SEAN- 115948 A resppoonsl bi I I ty drawl f r the desi shown. Thl Theseelt drawl ngIty and cotes use ofothi�awinof gforssi any strl uturneer! e°�s"tt» GS+ar�'4,2014 Tar��ep DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Bull di rig Desi finer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more I nformati on see this J ob•s general notes page and these web si tes: SPAC I NG 24.0" J REF- 1 W1 B7175Z03 ALPINE: wTP www al pi coo- I: www tpinst erg' WTCA: www.sbclndustry cum- ICC www lectern org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 18.22 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 DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. Wind I oads and reacti ons based on MWFRS with addi ti onal C&C member desi gn. Deflection meets L/360 live and L/240 total I oad. Creep i ncrease factor for dead I oad i s 2.00. R=-51 Rw=20 0=34 5 11 18-7-13 0-11-5 1111111111111 i 11 18-0-0 V 2X4(A1) = R=16 U=10 L-2-0-0 J-<-1-5-6---L7"6J 1-11-4 Over 3 Supports R=348 U=33 W=5.5" RL=27 Design Cri t: I BC2015/TPI -2014(STD) ikePROFFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Pt • G�$i1f `S:O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI.`REVD AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Comelius OR 97113 "I IlvoRTANT'• FURNI SH THIS DRA1n NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 45983294PE TC LL 25.0 PSF REF R7175- 45157 Trusses require extreme care in fabrlcating, handling, shlpping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 'I. _ DL 10.0 PSF DATE 06/02/17 to perform)ng these font)ons. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shot have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I I ng Locati ons shown for permanent I ateral restral nt of webs shat I have bract ng i natal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17153291 I� Te cull uns B3, B7 or B10, as applicable. Apply plates to each face of truss and poli tl on as shown above and un 06/02/70 17 All tl Q U I I , the Joel nt Details, unless noted otherwl se Refer to drawl ngs 160A-Z for standard plate poll tl ons. V IU. ) I \V' OREGON BC LL 0.0 PSF CA-ENG BFR/PTT I Al pl ne, a dl vi si on of ITw Bulldi ng Components Group Inc. shall not be responsible far any deviation frau this drawl ng, any failure to build the truss in conformance vel th ANSI/TPI 1, or for handling, shlpping, AN 11-W COMPANY I nstal I all on R braci ng of trusses C TOT. LD. 42.0 PSF SEQN- 115945 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering (e wtY 14,20 4 responslbillty solely for the design shown. The suitability and use of this drawl ng for any structure Is the �� 8351 Rovana Circle responsl bl I I ty or the Bull dl rigS Deal goer per ANSI/TPI 1 Sec.2. 3TaoDUR. FAC. 1. 1 5 FROM BB ell Sacramento,CA 95828 For more information see this;ob.s general notes page and these web sites! SPACI NG 2 4.0" J REF- 1 W 1 B7 1 7 5 ZO 3 ALPINE: www.al pl nel tw.cam TPI, WNW.tpinst org. WTCA: www.sbcl ndustry corn ICC: WWW.lccsafe org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - C) 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 I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Wind I oads and reacti ons based on MWFRS with addi ti onal C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. R=-10 Rw=14 U=15 9-9-13 5 x- ilo 0. 111 1-1I-5 i V R=15 Rw=16 U=12 2X4(A1) —2-0-0 1-10-3---->-.....2"9 1-11-4 Over 3 Supports R=339 U=19 W=5.5" RL=26 Design Cri t: I BC2015/TPI -2014(STD) .9L- PRO�cFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 14 {jrn S'' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOregon (503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI (!i TC LL 25. 0 PSF 825 N 4th Ave,Cornelius OR 97113 •N Lpoararrr"' F11RNI SH T111 s tRa1n NI;To ALL CONTRACTORS 1 Ncluol NG THE 1 NSTALLERS. (( 83294PE p REF R7175- 4 515 8 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow Ct. • D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practl ces prior to performing these functl ons Installers shall provide temporary bract ng per BCSI. Unless noted other.se. _ _ [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng Locati ons shown for permanent lateral restraint of webs shat I have brace ng i nstal I ed per BCSI 1 :C DL 7.0 PSF DRW CAUSR7175 17153292 T. sect'ons 83, 87 ur 810, as applicable Apply plates to each face of truss and pus'tiun as shown above and on 06/02/2017 A 11 1t10 I 1 the Jol nt Details, unless noted otherwise. Refer to drawln s 160A-Z for standard late sl tl ons. g P OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dl vl sl on of ITV Bull di ng Components Group Inc shall not be response bee For any devi ail on from this drawing, any fat Iure to buiId the truss in conformance wlth ANSI/TPI 1, or for handl I ng, shi ppl ng, ANITWCOMPANY installation&bracing of trusses ng, 13 �11�y1�t20IP `� TOT. LD. 42.0 PSF SEAN- 115949 �espons bl I iseal on 'ty sol el l ngor for cover page l i sti ng thi Tltal'sdrawl t bl L 1 tI nand use oaccep s WI ngToranal s�ha v 8351 Rovana Circle response bl l l ty of the Bul l dl ng Desi goer per ANSI'TPI 1 .2. sell Tar - DU R. FAC. 1. 15 FROM BB H Sacramento,CA 95828 For more Information see this 3ob.s general notes page and these web sltes SPACI NG 24.0" JREF- 1W1 B7175Z03 ALPINE: www.al pineitw.com, TPI: www.tpinst.org: VTCA: www.sbci ndustry cow ICC: www iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - C1) Top chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 secti on 1607. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. R=90 U=8 g : 1:113 1-11-5 i g R=23 Rw=26 U=12 2X4(A1) -2-0-0 >lc 1-11-4 2-0-7—>1 F 3-10-3 Over 3 Supports wj R=362 U=10 W=5.5" RL=40 Desi gn Cri t: I BC2015/TPI -2014(STD) .9c- PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ft u • iNs• si44' p OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI"READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI P ' TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "I IFORTANr'• FURNI SH THIS DRAW!NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 83294PE 9 REF R7175— 45159 Trusses reyulre extreme care In fabrlcating, handling, shlpping, Installing and bracing. Refer to and follow D L 10.0 PSF DATE 06/02/17 the latest edition of BCS! (Building Component Safety Information, by TPI and An-CA) for safety practl ces prior to performing these Functions Installers shall provide temporary bracing per BCS1. Unless noted otherwise. Ailhtop chord shat I have properly attached structural sheath)ng and bottom chord shall have a properly attached •C DL 7.0 PSF DRW CAUSR7175 17153293 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! L �7 • 7 secti nos 83, 87 or 810, as applicable Apply plates to each face of truss and pnnitlon as shown above and on 06/02/20 1 Ali I O [Ir I I ' the Jne-t Detal ls, unless noted otherwl se. Refer to drawings 160A-Z for standard plate poll tions. �/I�■ L � I ' OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Al pl ne, a dl vl sl on of ITW Bulldl ng Components Group Inc shall not be respond ble for any deviation from this drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shlpping, AN ITW COMPANY installation it bracing of trusses 1:14 `Z/ty14,2p84 t. TOT. LD. 42.0 PSF SEON- 115950 Iresp"'olnsl el i l tyy so i yy°for the despage l ggnn slh`ti ng oe,. TTi e`sd taerawl i�i ty andnd use oar thi s d�rl ng for str structure s the *sell ng �� 835!Roxana Circle responsl bi I I ty of the Bull dl ng Desi filar per ANSI/TPI 1�.2. `rs a ll Tao' �D`DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this Job's general notes page and these web sl tes SPAC I NG 24.0" J REF– 1 W167175Z03 ALPI NE: www.al pi nei tw.com. TPI: www.tpl nut org: RICA: www.sbci ndustry com ICC: www I ccsafe org Renewal 6130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - C2) 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 I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Wind I oads and reacti ons based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 2.00. R=154 U=14 +11-5-13 5 1---- 2-9-5 i e rt, 9-0-0 R=93 U=7 2X4(A1) 1<-----2-0-0-----Th-L--1-11-4 >< 4-0-7 J I 5-10-3 Over 3 Supports R=369 U=7 W=5.5" RL=54 Ep PROF Design Cri t: I BC2015/TPI -2014(STD) . FSS PLT TYP. Wave FT/RT=2°/D(0°/D)/4(0) 16.01. ►<4.9c- ©�1FFn �cl OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "WARN!NGI..READ AND LLONHRDRAW!NGI -r ,�TC LL 25.0 PSF REF R7175- 45160 825 N 4th Ave,Cornelius OR 97113 •1 TaNT" FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handl Irig, shipping, Installing and bracing. Refer to and follow 4 / • t D L 10.0 PSF DATE 06/02/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prl or to perform)ng these functions. Installers shall provide temporary bran'ng per BCS'. Unless noted otherwise. top chord shall have properly attached structural sheath)ng and bottom chord shat 1 have a proper!y attached C DL 7.0 PSF DRW CAUSR7175 17153294 rigid ceiling. Locatl ons shown for permanent latera! restral nt of webs shall have bracing installed per BCS! '• 1ti sections B3, B7 or B10, as applIcab'o. Apply plates to each face of truss and peel ti on as shown above and un 06/02/2017 A i II O N I I , The Jol nt Dedtal I s, unless noted o,therwl se. Refer to drawings 16°AtZ for standard plate post tl ons. BC �!-�■ ILf I \�J' I 1 Alpine, a di vi sl on of ITW Bulldi ng Components Group Inc. shall not be respond ble fvr any devl atl on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fall ere to build the truss In conformance with ANSI/TPI 1, or for handling, shippl ng, 13 ef6 t TOT. L D. 42.0 PSF S EQ N- 115951 AN 11-W COMPANY I este'I at]on&bracing of trusses. A seal on this draw U ng or cover page I I stl ng thl s drawl ng, 1 ndi tes acceptance of profess)onal engl marl ng LY 14,20 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the ss a��Tar�.` DUR. FAC. 1 1 5 FROM B B 8351 Rovana Circle responsl bill ty of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see thl s,ob.,,general notes page and these web Si tee SPAC I NG 24.0" J REF- 1 W 1 B717 5 Z03 ALPINE: www.alp'nei tw.nom• TPI: www.tp'est.org: VaCA: www,sbci ndustry.corn. I CC: www.I ccsafe.erg Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HI LLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - C3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Wind I oads and reacti ons 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 Ioad i s 2.00. R=108 U=10 �� 10-7-13 5 1 1-11-5 1111115:1 �� 9-0-0 i R=64 U=4 2X4(A1) = 1<-1-11-4 ->i< 2-0-7-- FE -0-7—wF 3-10-3 Over 3 Supports H R=131 W=5.5" RL=26 Ep PROF Design Cri t: 1 BC2015/TPI -2014(STD) •<<G� �`rS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 0e% 4 GAN E' /Q. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 45161 825 N 4th Ave,Comelius OR 97113 "I NpoRrANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NCLUDI NG THE INSTALLERS. ' 83294PE TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow D L 10.0 PSF DATE 06/02/17 the latest edi ti on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl ccs prior to perform)ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gi d cei ling Locatl ons shown for permanent I ateral rostral nt of webs shat I have bract ng 1 nstal I ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17153295 T.. scull uns 83, B7 or B10 as applIcabl e. Apply plates to each face of truss and position as shown above and on 06/02/2017 All '�pl I I the 3olnt Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions OREGON BC LL 0. 0 PSF CA-ENG BFR/RTT �1�,■ J ' \`1' I Alpine, a dlvl sl on of ITW Build)ng Components Group Inc. shall not bef respond ble for any devl ati on fran this drawl ng, any faiIure to but Id the truss In conformance with ANSI/TPI 1, or for handl I ng, shlppi ng, AN ITW COMR4NY I nstal I at on R brad ng of trusses. 4_p `iLY 14 Zoe m TOT. LD. 42. 0 PSF SUM- 115952 Aespons responsi I I ty soseal on thi s l ygor Cover for the desi ggen 1 Isti rig sl pori. thi Thesdrawl ng, I sul tab)I 1 ty�end cotes use ofoftthi acceptance r gforsany struturl rl s the v 1 ' e 8351 Rovana Circle responsi IA I I ty of the Sul I di ng Desi gner per ANSI/TPI 1 Sec.2. @ I/T DU R. FAC. 1. 15 FROM B B Sacramento,CA 95828 For more information see this Job's general notes page and these web sI les: Renewal 6/30/2018 SPACI NG 24.0" J REF- 1 W1 B7175Z03 ALPI NE, www.al pi nei tw.cam' TPI: wwwtpl nst.org: WTCA: www.sbci ndustry corn, ICC: www Iccsafe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517249--PARR LUMBER-HILLSBORO -Windwood Mas 22209A Hip r -- VERIFY VERIFY, OR - PG) 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) Webs 2x4 HF Std/Stud TC- From 72 plf at -2.00 to 72 plf at 6.08 TC- From 72 pl f at 6.08 to 72 pl f at 12.17 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 pl f at -2.00 to 4 pl f at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.0 BC- From 7 pl f at 0.00 to 7 pl f at 12.17 psf. PLT- 411.63 I b Conc. Load at ( 5.89,11.75), (6.27,11.75) Wi nd I oads and reactions based on MWFRS. PLB- 77.11 I b Conc. Load at 2.00, 9.04), (10.17,9.04) PLB- 82.25 I b Conc. Load at 4.00, 9.04), (8.17,9.04) Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad PLB- 435.69 Ib Conc. Load at ( 6.08, 9.04) applied per IBC-15 section 1607. Defl ecti on meets L/360 I i ve and L/240 total Ioad. Creep increase factor for dead Ioad i s 2.00. 4X12 3X5 3X5 I5 5 10 ` 2-9-12 L L I I I \ 9-0-0 , --=-- 1. 5X4 III 3X7.=- 1. 5X4 III 4X5(A2) = 4X5(A2) --2-0-0-� 2-11-10 6-2-12 2-11-10 2-11-10 2-11-10 3-3-2 2-11-10 I, 5-11-4 _I- 6-2-12 J I` 12-2-0 Over 2 Supports R=1434 U=87 W=5.5" R=1253 U=64 W=5.5" so Design Cri t: I BC2015/TPI -2014(STD) ,�# PROFFss PLT TYP. Wave FT/RT=2%(0%)/4(0) 17.01. •ee% •OlQ3Ne iQ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI (ee le 825 N 4th Ave,Cornelius OR 97113 **I YPORTANF** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. LII 83294PE la • TC LL 25.0 PSF REF 87175- 45169 Trusses requl re extreme care In fabrl call ng, handl ing, shipping, Instal ling and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I L 10.0 PSF DATE 06/02/17 to perform)ng these font)ons Installers shall prowl de temporary bracing per BCSI 0nl ass noted otherwise, top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached ,041164 rI gl d cel I I ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have bract ng i natal I ed per BCSI 06/02/2017 C DL 7.0 PSF DRW CAUSR71 75 1 71 53299 All 7 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and puri ti un as shown above and un w 11 IF N I � the Joint Betel ls, unless noted otherwl se. Refer to drawings 160A-Z for standard plate post ti ons OREGON JBC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Bulldl ng Components Group Inc. shall not be respond ble for any deviation from this drawl ng, any fall ore to build the tMar s In conformance with ANSI/TPI 1, or for handl ing, shi pp!ng, Il AN ITW COMPANY installation&bracing of trusses. /_ lLY 14,20(1' 0 TOT. LD. 42.0 PSF SEAN- 15947 REV A seal on this drawl ng or cover page IIsting this drawl ng, Indicates acceptance of professional engineering S d responsibl l lty solely for the dell gn shown. The sol tab)li ty and use of this drawl ng for any structure Is the a 11 Tao DUR. FAC. 1. 15 FROM B B 8351 Rosana Circle responblllty of the Bol!di ng Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see thl s)ob's general notes page and these web si nes: Renewal 8l.30f2018 SPACING 24.0" J REF- 1 W1 B7175ZO3 ALPI NE- wwwal pi nal tw.corn. TPI. wwwtpl net.org. WTCA: www.abet ndustry corn, ICC: www.I ccsaFe.org CLR Rein ^ orcHg Vember Ss L Lo 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-ReinfForcement: or reinforcement method is desired. L-Reinf. #. �` 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: a minimum 80% of web , member length. ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. yr ` - ' Alternative reinforcement specified in chart below may be conservative. -N /x\ For minimum alternative reinforcement, re-run design with appropriate MIN reinforcement type. /\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement 1scab 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. 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 2-2x4OIE) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) 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. OK) Center scab on wide face of web. Apply (1) scab to each face of web. NMI i— ��EO PROP . SS O�5 ��c,INFFA �Q-14,. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAVINGI Al83294PE - L L PSF REF CLR Sub 5 t w.IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /� Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and ` / D L P S r DATE 10/01/14 !� V TM follow the horst edition mi SCSIt (Building Component Safety all provide, a TPI and for safety practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord D L PSF R W G B R C L B S U B 1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 06/02/2017 Q .l—g i T1 shall have bracing installed per HCSI sections B3, B7 or BIO, as applicable. Apply plates to each face / JJ ��\\��.J�� i of truss and position as shown above and on the Joint Details, unless noted otherwise. O'R) ON BC LL PSF L[L_ ,.j l l Refer to drawings 160A-Z for standard plate positions. �6/O2/ AN ITW COMPANY Alpine,a division of ITV/ Building Components Group Inc.shall not be responsible for any deviation from oc1 /�C T Q T. LD. PSF this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 4 LY 14,20 v installation I. bracing of trusse A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional Oft Tar` engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC, 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see this job's general notes page and these web sites: Renewal 8/30(2018 SPACING ALPINE, www.alpineltw.comi TPI. www.tpinst.orgl SBCA1 www.sbcindustry.orgi ICG www.lccsafe.org Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPE #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPE #1/#2 or better. valley webs taller than 7-9" apply 2x4 "T" reinforcement, 80% length of Webs 2x4 SP #3, SPE #1/#2, DE-L #2 or better. web, same species and grade or better, attached with 1Od box (0.128" x 3.0") nails at 6" o.c, In lieu of "T" reinforcement, 2x4 Continuous Attach each valley to every supporting truss with: Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135" x 3.5") nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1,00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation, Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24" o,c, or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design, members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from NotoK Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members. beneath the valley is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0". 4X4 2X4 3X4 12 ili Valley _ ,,,,"T-1"" 12 Max, (— Spacing 2X4 X4m. Pitched Cut Square Cut Stubbed Valley Optional Hip 8-0-0 max I Bottom Chord Bottom Chord End Detail Joint Detail Valley Valle 4X4 oe-nailed y ** pla �� 12 Co mon Trusses 12 Max. at 2 L" o.C. 1X3 0Valley Set 1X3 6-0-0 c`S0 - at 24" o.c. 1X3 (Max Spacing) 2X4 'c;')'G`'c,g 11X3 5X4/SPL 01X3 _ SQQ - N N N fil N N N N N Common Trusses 20 0-0 (++) I Rt Framing nt P4" O.C. _ Plan Supporting trusses at 24" o.c, maximum spacing. rw��_so PROFS wrWARNINGIrr READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ��! ��G i N eat�0 * _ 30 30 40 P S E REF VALLEY DETAIL wwIMPORTANTwr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Z /\ \ Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and ((i 83294PE 9 r 20 15 7 PSE(DATE 10/01/2014 !/[L...._L1 follow the Latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) for safety - practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord 10 1010 PSE DRWG V A L 160101014 w„ shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 1 Ii shall have bracing installed per BCSI sections B3,B7 or BLO,as applicable. Apply plates to each Face _ c^, of truss and position as shown above and on the Joint Details,unless noted otherwise. 06/02/2017 0 0 0 PSE i Refer to drawings 160A-0 for standard plate positions. AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from OREGON L D. 60 55 57P SF this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or For handling,shipping, installation Si bracing of trusse 'P►, /1 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional /_ IX 14,Z� flf, engineering responsibility solely for the design shown. The suitability and use of this drawing Y_l� `�/ JR.FAr'.1,ZcJ/1.33 1.15 1.15 for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.1338s8e«Tar' Earth Lakefront 63045Dre For more information see this Job's general notes page and these web sites. Earth City,MO ALPINE www.al ineitw.com; TPI www,t mst.or , SBCA: www.sbcn dusty or ICC'www.ic csnfe.or 'RACING 2 4.0" P p g% y g; g Renewal