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m i O fiS— `o 1 I 1. \(-1 5i,v 1-, E22..(. c -. R; CI . . MAR 2 1 2018 CITY OF FIGARD BUILDING DIVISION 1- 13' 1 39' 1 T , R2GE � o —_ 31)N . 1 .n /:' n S R2G S , kiir . o , -, u m„ , .., L., ,-, m ..,. _. . u, mak . GT, l ; ,. 1 -„, _ cn m e —1— ' li \ p W w m co o x —e ]) \ m zto o r H co - --1 ) vBa m A m ' : L x w 111 EJI cna ym2Awn ` �' • GF III F.5 11 '4 H 13 I 6' 1 35'6” { 5'6" -H i '6" - I 52' 1 Customer: PARR FOREST GROVE ii :o Deso. : Riverside 2885 B RooF Mas o o - c0 ADDRESS: master muss m ( IMIENISSIM 11 z Designed by: BILLY BREESE F-- z 0 .d....V..r. Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of l Document ID:1 W6H7I75Z1405072254 Truss Fabricator: Truss Components of Oregon Job Identification: 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Nes -- master master , OR Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, ' Truss Design Loads: Roof - 42 PSF a 1.15 DurationG�5 t%G I N E" 7r9 Floor - N/A !(� 83294PE 9 Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of /3 4/ .o° 0 record, as defined in ANSI/TPI 1. `Sf. Tar 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rye-to r-ett,2018 Details: HIPFRANE-HIPFRANE-12030EC1-GBLLETIN-GABRST10-12015EC1- Submitted by RTT 07:20:42 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02145--BG 17338134 12/04/17 2 02146--B 17338106 12/04/17 3 02147--BGE 17338117 12/04/17 4 02148--A2GE 17338125 12/04/17 5 02149--A2 17338126 12/04/17 6 02150--A2G 17338128 12/04/17 7 02151--A1 17338107 12/04/17 8 02152--A 17338132 12/04/17 9 02153--AGE 17338133 12/04/17 10 02154--SDG 17338124 12/04/17 11 02155--SDG1 17338129 12/04/17 12 02156--GGE 17338110 12/04/17 13 02157--G 17338113 12/04/17 14 02158--G1 17338122 12/04/17 15 02159--G2 17338121 12/04/17 16 02160--G3 17338120 12/04/17 17 02161--CGE 17338135 12/04/17 18 02162--CG 17338136 12/04/17 19 02163--FGE 17338112 12/04/17 20 02164--HGE 17338138 12/04/17 21 02165--HG 17338114 12/04/17 22 02166--X 17338130 12/04/17 23 02167--X1 17338131 12/04/17 24 02168--EJ1 17338116 12/04/17 25 02169--EJG 17338123 12/04/17 26 02170--IGE 17338109 12/04/17 27 02171--J 17338111 12/04/17 28 02172--I 17338108 12/04/17 29 02173--K 17338127 12/04/17 30 02174--SJ1 17338119 12/04/17 31 02175--SJ2 17338115 12/04/17 32 02176--SJ3 17338118 12/04/17 33 02177--SJ4 17338137 12/04/17 34 02178--FT1 17339003 12/05/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - BG ) Top chord 2x4 DF-L #181Bet. 4 COMPLETE TRUSSES REQU I RED ' Bot chord 2x6 DF-L 2400f-2.OE :B2 2x6 HF SS: Webs 2x4 HF Std/Stud :W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row 012.00" o.c. Special loads Bot Chord: 2 Rows c 3.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 0 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 17.33 Repeat nailing as each layer is applied. Use equal spacing TC- From 71 plf at 17.33 to 71 plf at 34.67 between rows and stager nails in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 34.67 In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" BC- 1137.54 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 length wood screw at each joint location. 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73 4" o.c. spacing of nails perpendicular and parallel to BC- 3386.07 lb Conc. Load at 24.97 grain required in area over bearings greater than 4" BC- 1401.64 lb Conc. Load at 26.73,28.73,30.73,32.73 120 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.52" due to live load and 0.52" due to dead load at X = 21-2-11. JT PLATE LATERAL CHORD No SIZE SHIFT BITE NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED [ 5] W3X5 S 2.75 IF IMPROPERLY INSTALLED OR DAMAGED. [ 8] W5X5 3.50 L 1.25 [12] W5X5 3.25 R 1.25 [13] W5X5 3.50 L 1.25 17 W6X8 S 1.75 5X7(R) III 18 W5X5 3.50 R 1.25 [19] W5X5 3.25 L 1.25 5X5[8]-% 5X5[13] 5X5[18] 5X5[23] T 23 W5X5 3.50 R 1.25 26 W3X5 S 2.75 • 04111 3X5% 3X5` iiks\ss 4. 6-1-4 62 - 11 I I 4_18-0-0 L 4X16(B7R) 3X5[5] III 5X7= 5X5[12] = 6X8[17] = 5X5[19] = 5X7= 3X5[26] III H0514= H0514-==- 4X16(B7R) l< 4-9-5 >I< 4-11-1 + 3-10-11 >lc 3-8-15 >I< 3-8-15 >It: 3-10-11 >I,< 4-11-1 >I< 4-9-5--I 17-4-0 I 17-4-0 Fc 34-8-0 Over 2 Supports R=12126 U=715 W=5.5" R=13224 U=724 W=5.5" Design Crit: IRC2012/TPI-2007(STD) � PRoi . PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.'4 ii thin S/ OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "e111ARNING1 ee rowAND FOLLOW;AU.NATES ON THIS DRONING! 825 N 4th Ave,Cornelius OR 97113 wa11I0RTANT•e FURNISH This 10 Al CONTRACTORSINCLUDING TME INSMLLERS, Ly 4' 83294PE 41 7 TC LL 25.0 PSF REF R7175- 2145 _ Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and followit DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information,by TPI and WTCA) for safety practices prior g o"" to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per sem :C DL 7.0 PSF DRW CAUSR7175 17338134 sectionsB3, BT or 810, as applicable. Apply plates to each face or truss and position as Sheen above end on 12/05/2017 A e Joint Details, unless noted otherwise. Refer to drawings SGDA_Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT /� ���N Alpine, a division or 115 Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ^ AN ITW COMPANY installation A bracing of trusses. "L /P ac TOT.LD. 42.0 PSF SEQN- 38976 A awl on Nle drwing Sr newer pyla listing this drrino, Indicates eaeryteriee AT professionalapinrring G� 4.Y 14m Z� `0 _ raapenal:l l Icy widely Tor the Orlon shown, The suitability oral ire of thIs drawing for any structure IC the ww 8351 RovanaCirck rpolbl l lty of theIlulldInC D..Ign.r{wrangling 1 5.5.2. Sell Tan 4... DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information sea this st,o general notes page and these wee alien: g Renewal/N30(2G18 SPACING 24.0" JREF- 1W6H7175Z14 ALPINE:www.alpl,wl M.com; TPI:mww.Ypl roC.org;RICA:www.abcindustry.cr; ICC:www.iccsafa.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - B ) Top chord 2x4 HF #2 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5 3X5` 1.5X4 1.5X4 4 4 6-1-4 V"' r 1` m 418-0-0 3X10(81) = 3X5= 3X7= 4X5= 3X5= 3X10(81) 1-6-0 1-6-0 t Ec 6-3-13 9-0-14 5-6-1 8-3-5-6-1 { 5-6-1 8-3-2 5-6-1 9-0-164-3-13 -i- 2 l_ 17-4-0 -1- 17-4-0 _I k34-8-0 Over 2 Supports R=1588 U=64 W=5.5" R=1588 U=64 W=5.5" RL=71/-71 Des ign Crit: I RC2012/TPI-2007(STD) (f,���PROfi�s PLT TYP. Wave FT/RT=2% 0% /4 0) 15.02.Pa!�1�( r HV s/. OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 e"rARNING1ee READ Mn FOLLOW ALL NOTES ON THIS DRA/INGI 4 REF R7175- 2146 825N 4th Ave,Comelius OR 97113 eaagorAlmw FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses rewire eof care In ngfabricating,handling, oration, Installing and bracing.safety Refer to is follow �„i DL 10.0 PSF DATE 12/04/17 the latest ngeditionee of GCSI (Building anent Safety Information, by TPI and RTCSI for.safety practices prior to performing these functions. Installers shall provide temporary bracing per GCS1. Unless noted otherwise, $41116top chord shall have properly attached structural sheathing and bottom chord shall nave a properly attached C DL 7.0 PSF rigid ceiling_ Locations shown for permanent lateral restraint or Mahe shell have bracing installed per SCSI 12/05/2017DRW CAUSR7175 17338106 A LI OJU N 1111 theseclona 83,ai or as noted applicable. Apply plates to each face of for standard position as shown show end on Ltdi Joint Details, unless ootid otherwise, Referupdrawings. Satr�A_Z for a andira plate nyaie iatiBC LL 0.0 PSF CA—ENG BFR/RTT Alwin, a division of 11WbBuilding truss uspnacos Group Inc. shall net b1 rorpforifor any deviation from this OREGON .i drawing, any failure to build the in conformance with ANSI/TPI t, or for handling, shipping, e� AN ITW COMPANY inatalietimn A bracing of trusses. 3 tV 14nzo44 TOT.LD. 42.0 PSF SEQN- 117627 A l this arming Cropegs Ilett nG cols araming, India he.muosptrrs of pro/rmlMrl mnpinrring 4, e0 moll movmr num.:e1115,rlmly for ter Orlon ohor1. The soItaml IIty and ur of this arming for any t:rumor.Ia ohoob 8351 Nov=Cimk r.�er IbIIlty"f w eunalrg Orl¢rr pmr ANSI/TPI T sr.z. $@��Tan CUR.FAC. 1.15 FROM BB Sacramenm.CA 95828 For metre Information see this Jobs general notes page and these web sites: SPACING 24.0" c ALPINE:www.eipineitw.com;11111 www.tpinst.org;RfCA, www.sbcindustry.com: ICC: www.iccsefe.org Renewal 8/3012016JREF- 1 W6H7 1 7 5Z1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - BGE ) Top chord 2x4 HF #2 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.D0 NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 5X5= .: T a iir m a 6-1-4 ',////////////////////////////////////////////////////////////// a / +18-0-0 L 3X5(A1) = 5X5= 3X5(A1) 1-6-0 1-6-0 I- 17-4-0 _I_ 17-4-0 ,J 1< 34-8-0 Over Continuous Support R=149 PLF U=8 PLF W=34-8-0 RL=3/-3 PLF Note: All Plates Are 1.5X4 Except As Shown. IL PROFS Design Crit: IRC2012/TPI-2007(STD) .(�G S PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.•,"�I.g w N F �O OR/-/1/-/-/R/- Scale =.1875"/Ft. _ Truss Components of Oregon (503)357-2118 "WARNINGIee READ AMD FOLLOW AU.NOTES OWN nes OWNING! ar..... iiilaNATC REF R7175— 2147825 N 4th Ave,Cornelius OR 97113 a"IEN RTANTwa FURNISH TRI°MARINO To ALL CONTRACTORS INCLUDING T)M INSTALLERS. LL25.0 PSFTrusses require extreme c re In febrlcating, handling, shipping, installing and bracing. Refer to and follownt /"' C ,L 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information•by TPI aRTCA) for safety practices prior to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, cop chord she have properly a ted,.d structural sheathing end bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations sham for permanent lateral restraint of webs Shell have bracing installed per BCSi 12/05/2017 DRW CAUSR7175 17338117 A t 1LO`0 N E sections B3 B7 or Big, as applicable. Apply plates to each face of trussand position as shoo,above end on II J the Joint Derails, unless noted otherwise. Refer to Inc. shall lbnA-Z for standard plata positions. OREGON :C LL 0.0 PSF CA—ENG BFR/RTT Alpine, a dfailonure of 17u Building COWOtruss necon Croup Inc, shoil rot be Tor for responsible for any deviation from rola drawing, any feliurn to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. 4 144-14,26e 0 TOT.LD. 42.0 PSF SEQN- 117628 . A teal en tills drawing or cower page listing this arming, Indicates acceptance of pMengineering rof. lanal r ggnalbl l lq Moen.moiety ren the dialog oen. The eultabI llty end Les of this drawing for any structure Is the 8351 Rovane Cvck er reapeeeIbliity of the Building Designper ANSI/Tel 1 Sac.2. as @ It Tan DUR.FAC. 1 1 5 FROM BB Sacramento.CA 95828 For more Information sae thio Job's general notes page and these web sires: Renewal B/30/2018 SPACING 24.0" JREF- 1 W6H7 1 7 5Z1 4 ALPINE:wwwalplrm ltw.can;WI, wnr.tpl nst.erg; WTCA: trn.sbclndustry.com; ICC: www.lccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A2GE ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the . length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 5X5= =' _ 7- 4 4 _ - _, 4 5-10-15 0-6-1 /////////////////////////////////////////////////////////////////////////////////////////////////////////// I 18-0-0 3X5(A1) -- 5X5= 3X5(B1) 1-6-0 E I-- 16-9-0 _L_ 16-2-10 J 32-11-10 Over 2 Supports R=165 PLF U=11 PLF W=15-6-0 RL=6/-6 PLF R=141 PLF U=5 PLF W=17-5-10 Note: All Plates Are 1.5X4 Except As Shown. ��p PROfi�, Design Crit: IRC2012/TPI-2007(STD) .(�G S�, PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.1 I, 8 N F v OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 '9ARNING1"IEAD AM MUM AU.NOTES(Ni THIS DRAINING! 825 N 4th Ave,Cornelius OR 97113 "IMORTAtrt" FuNlsN MIS MARINO TO MI.COMRAetaas INCUMINo TIEIxsrutos, eif„...... 11/1MTC LL 25.0 PSF REF R7175- 2148 Trusses require extrema care in ng Ceaating handling, shipping, Installing and bracing. Refer to and Flow /� C i L 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component.Safety Information, by TPI and NTCA) for safety practices Ion to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — cop chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338125 .4 LO`0 ^ sections B3,el or, unl ea applicable. ApplyR plates to eachi (ate of trussuand position as shown ion above and on I''LIII� J r��� the Joint Details, unless"orad Building otherwise. Napa to drawings 1l net farstandard plata positions. OREGON :C LL 0.0 PSF CA—ENG BFR/RTT Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing. any fellure to build the truss in conformance with ANSI/TPI 1, for handling, shipping, �` tyty 14 zo�la 0r TOT.LD. 42.0 PSF SEQN- 117629 " AN ITW COMPANY instal a bracing of trusses. • A vel en this drawing or Cover page listing Nis draping, indicates eSeepttance DY prp{palvlol engineering •N er 8351 Rovana Circle r"aperr�bl responsibility of thee BBeel1 the ondesign MISIsuitabilityroIS a'"Yee of this sewing any structure I.the Seel!Tan DUR.FAC. 1.15 FROM BB Sacramento.CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:www.aipineite.cem;TPI:www.tpinst.org;AICA: ewe.sbcindustry.cem; ICC: www.Iccsafe.org Renewal 8)30120 SPACING 24.0" JREF— 1 W6H7 1 7 5Z1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A2 ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :62 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5-- ---- -7-- 3X5--ft X53X5- 3X5'''''' 1.5X4 0 1.5X4100,1101r 4: N111).1.1p,,,:„ o� 4 '— 4 5-10-15 144441111111, 0-5-12 cam:,_ W m 82 3X7(81) +18-0-0 3X10(B1) = 3X5= 3X7= 3X5= 1-6-0 4X5 t L- 6-3-88-5-6 -l- -1 5�12 i8-3-p 5-3-12 5 5-3-12 8 3-10 5 1 T 2 l 7-115 1 -0 L- 16-9-0 J_ 16-3-8 _I I` 33-0-8 Over 2 Supports R=1523 U=69 W=5.5" R=1402 U=56 RL=61/-60 �E,p PROp Design Crit: IRC2012/TPI-2007(STD) . S PLT TYP. Wave FT/RT=2% 0% /4 0) 15.02.y1 (ql�N -le E4. O OR/-/1/-/-/R/- Scale =.1875"/Ft, Truss Components of Oregon (503)357-2118 e'WARNINGI"ma AND FOLLOW ALL NOTES OWN MIS MwNNGI 825N 4th Ave,Cornelius OR 97113 "NwNTANT. FURNISH THIS MEIN TO ALL CONTRACTORS MUSING THE INSTALLERS. A/ " 83294PE • TC LL 25.0 PSF REF R7175- 2149 _ Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow // the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior IL1 0.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per RCS!. unless noted otherwise, — Top chore shall have properly attached structure! sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint or webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338126 All O`� w sections BT. 67 or B10, as applicable. Apply plates to each face of truss and position as shown above end on II ,PEI the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITA Building Components Grow 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 !n conformance with ANSI/TPI 1, or for handling, shipping, �M� AN ITW COMPANY InatalletIon Oi A bretino of Lrusaea. ,l/ 4/0 14,264' 0 TOT.LD. 42.0 PSF SEQN— 117677 A mai.Se on this armlep ar Gayer peps listing this droning, indicates eowpterlae of prafasaionsi iengineering Gs rMposibliity solely for the Orion Munn. The suitability end ase of this arming for any structure le the SSTI 8311 RovanaCirck r.. -ibl i lt,or the&A Nal Doagner par ANSMTPI 1 sed.z. a 1!TOO DUR.FAC. 1.15 FROM BB Sacramento.CA95828 For more information ase this Jobs general notes page end these wan sites: Renewal 8/30/208 reMA: 24.0" JREF- 1W6H7175Z14 w ALPINE:www.elpineltr.com; TPI: www.tpit.org; A: www.sbcinaustry,cem; ICC:wawaa Arra. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A2G ) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #2: 3 COMPLETE TRUSSES REQUIRED RED I j 2 t Bot chord 2x6 DF-L 2400f-2.OE :B2 2x6 HF #2: Webs 2x4 HF Std/Stud :W3 2x12 DF-L #2: :W4 2x6 HF #2: Nail Schedule:0.120"x3", min. nails :W5 2x4 DF-L Std/Stud: Top Chord: 1 Row @12.0011 o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Repeat nailing as each layer is applied. Use equal spacing TC- From 71 plf at 0.00 to 71 plf at 16.75 between rows and stagger nails in each row to avoid splitting. TC- From 71 plf at 16.75 to 71 plf at 33.04 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 6.14 grain required in area over bearings greater than 4" BC- From 14 plf at 6.14 to 14 plf at 33.04 BC- 113.87 lb Conc. Load at 2.00 120 mph wind, 21.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 2874.12 lb Conc. Load at 4.07 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 8934.04 lb Conc. Load at 6.14 DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W6X12 S 4.00 8] W4X12 S 1.25 9 W4X8 S 1.25 10] W4X8 S 1.25 [14] W4X8 1,75 R 1.50 4X5(R) III 4X8[10] 4X12[8] 3X5 3X5` 3X5 T2 4 r 4 5-10-15 .......All°I I 0-5-12 -1114.4 4 18-0-0 SS0514(B9R) 1934# T 6X12[7] = 4X8[9] = 4X8[14] = 3X5=B2 1.5X4 111 3X7(A1) 4-0-1 1.5X4111 4X5= -�2-1-1 OF 5-3-10 >I< 5-3-10 >< 5-3-10 >f 5-3-10 >.c 5-8-3-----> 1, 16-9-0 I 16-3-8 l'= 33-0-8 Over 2 Supports >1 R=11304 U=685 W=5.5" R=3386 U=195 Design Crit: I RC2012/TPI-2007(STD) ,ier'lk0 PROFe.SA% PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.•ee .43414e0 ti OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,"Rue ma FOLLOW ALL NOTES ON TRIS OWING! REF R7175- 2150 825 N 4th Ave,Comelius OR 97113 a•IINORTANTew FURNISH VHS DRONING THE RING To ACONTRACTORS INCLUDING TINSTALLERS. 83294PE TC LL 25.0 PSF Trusses require extremere in fabricating, handling, shipping, installing d bracing. Refer to and follow „w! IL 10.0 PSF DATE 12/04/17 the latest edition of ecsi (Building Component safety Information, by TPI and and for safety practices prior to performing these functions. Installers shall provide temporary bracing per ecsl. Unless noted otherwise, . - top chord shall have properly attached structural sheathing ane bottom chord shall have a properly attached rigid ceiling. Locations Shawn for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338128 alms 83. 87 or 810, es applicable. Apply plates to each face of truss and position as show,above and on he Joint Details, unless noted otherwise. Refer to drawings 160A- OREGON BC LL 0.0 PSF CA-ENG BFR/RTT A�' Lo��N� t ga �for Plata positions. �7 Alpine, a division of ITB Building Components Group Inc.shall be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, " AN ITWCOMPANY Inatallatia„A bracing of iruaaea ` "Lcru,zoo° TOT.LD. 42.0 PSF SEQN- 117675 A w1 on this wwing er ewer peps listing this drawing. Indicates ooeeptellee er proferl5r a engineering rwapmwibll lb solely for w Orlon them. The suitability end pee or bile drawing for Ely structure is the 8351 RovanaCirck reeperelbl nq of the Building Designer per ANSI/TPI t Sr.z. �@��Tao - DUR.FAC. 1.15 FROM BB Sacramento,CA9582a For more information see this Job's general notes page and these web sites: Renewal 6130/2018 SPACING 24.0" JREF- 1W6H7175Z14 ALPINE:www.alpineltr.cam; TPI: wvw.ipirnt.erg:prCA:www.sbclnauatry.cm; ICC: www.iccsefe,nrg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - Al ) Top chord 2x4 HF #2 120 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 4X5= 4 — .2 3X5ss 3X5 1.5X4 3X5(R) III ,. 4 5-10-15 Ir 2-5-5 �7, 0-5-12 9416 ram az ar. 16-0-0 _t 1.5X4[4] III 3X7= 3X5= 4X5(81) sm L 3X5= 3X5= k 2-5-4 -I-2 7-11-10 5-3-12 >I� 5-3-128-3-10 1 5-1-12 -1- 7-11 145-10 0 10-4-14 I 16-3-8 ,J 1< 26-8-6 Over 2 Supports �{ R=1134 U=65 R=1138 U=61 RL=29/-56 �Eo PROpS Design Crit: IRC2012/TPI-2007(STD) % S PLT TYP. Wave FT/RT=2% 0%)/4 0) 15.02.ye 1 Aft,GINE, `r'0 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "VARNINGI et MAO AND mow ALL NOTES ON THIS Damn! • 825N4thAve,ComeliusOR97113 reextrTANT•• FURNISHfabri THIS atingtwiNgtoALLpping.cTORS ipUDING endTHEing. Rarer 83294PE �TC LL 25.0 PSF REF R7175- 2151 Trusses require extreme care in fabricating,handling, shipping, installing end bracing. Refer to and follow '/e- the latest edition of BCSI (Building Component Safety Infereetinn, by PI and RICA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, odgghbtop chord shall have properly at taches structural sheathing end bottom chord shell have a properly attached rigid ceiling Locations shown for permanent lateral rrestraintof webs shall have bracing installed per SCSI 12/0512017 :C DL 7.0 PSF DRW CAUSR7l75 17338107 �I O�� sections B3. B7 or B10, as applicable. Apply plates to each face of truss end position as shown elbow end on L NE the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITN Building camr,onents group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT e Crewing, any failure to build the truss in conformance with ANSI/TPI i, or for handling, shipping, A3 AN ITW COMPANY installation A bracing of crosses. 4 ICY 14,26°4 ,,e, TOT.LD. 42.0 PSF SEQN— 117681 A .i an this drawing Sr darer paps listing this drawing, indicates acceptance or profeesialei engineering _l. responsibility solely for the deeign she.,. The suitability and me of this drawing for any structure Is the V 8351 RovanaCirck ratea,-laiii�r of t,,.Building geeipeer per ANSI/TPI �._. $etc Tao DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:www.alplrwi4f.cam;TPI: www.epint.org;WFCA:ww.sbcinduspy,com; ICC: wwwJccsefe.org Renewal 6/30/20S8 SPACING 24.0" JREF- 1W6H7175Z14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 4X5= 3X5%-- 4 3X5 T 3X5(R) III 1.5X4 4 5-10-15 T \ Allih 400000.,,,H, 2-5-5 _I_ Li 'Ttiiiiiisintissms • a- ■■ mag._ as 18-0-0 1.5X4[4] HI 3X7= 3X5= "' 4X5(A2 .- 3X5= 3X5= -6-d 5-1-2 _I_ 5-3-12 >1.c5-3-12 _I_ 5-1-12 .l. 6-3-8 >1 2-5-4 'I- 7-11-10 8-3-10 -I- 8-5-6 L. 10-4-14 .j_ 16-9-0 .,,,j 27-1-14 Over 2 Supports >1 R=1149 U=62 R=1275 U=72 W=5.5" RL=36/-64 Design Crit: IRC2012/TPI-2007(STD) 1 P PROp PLT TYP. Wave FT/RT=2% 0%)/4 0 15.02.►,�; tlpiai,ssi_ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 *MAIMING!** AIM FOLLOW ALL NOTES RAgNnilsLUDIGc1 �(g TC LL 25.0 PSF REF R7175— 2152 _ 825 N 4th Ave,Cornelius OR 97113 "� TµT" FURNISH MIS MAIM m ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fellaDL 1 0.0 PSF DATE 12/04/17 the latest edition of BCSI ns. I(Building Component Safety Information,by TPI and WSCA) for safety practices prior �w"' '111' _ to performing those functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BC DRW CAUSR7175 17338132 A LL=1 N a sections B3,ai or Big, as applicable. Apply plates Tn winM1 of truss and position te as shown ebdye and on 1 1/OG�101, the Joint Details, unless notal otherwise. Refer to drawings l not for standard Piste positions, lIIJJ JJ LL l BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division lur of Ibu Building truss In con Grate Inc. shall l net M nor for ale far any deviation frac this OREGON ,w drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. .l3 AN ITW M COPANY Installation&bracing of trusses. / "f/ C TOT.LD. 42.0 PSF SEQN- 117679 A wed en this euwlng Sr Goer page listing thl•Gretna, indicates ewptn,ae of professional engineering <0 Ly 14,ZO re¢esibility solely for the dols.show.. nn suitability elm w of this rh•aing Per ew atrueeure le the Y DUR.FAC. 1 1 5 FROM BB 8351 Rovana Circle responsibility of the Building Weidner per ANS1/SPI I See.2. +�����. Saaanunlo.CA 95828 Far more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z14 w ALPINE:www.el pinoite.com;TPI: www.tpi nsc.org;WTCA: www.sbcintluscry.cae: ICC:www..ccse fe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS .8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - AGE ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the Deflection meets L/360 live and L/240 total load. Creep increase factor length tabulated for 2X4 studs of the same grade. for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Truss designed to support 1-6-0 top chord outlooker span and load applied per IRC-12 section 301.5. cladding load not to exceed 5 PSF one face, and 24"i span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c Truss designed for unbalanced snow load based on Pg=25.00 psf, along top edge.D0 NOT OVERCUT. No knots or other lumber defects Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= 4r T 4 5-10-15 I 2-5-5 I I _ I Q U U U 4 1 7 4 {] I U I 4 1 1 P — " 18-0-0 3X5= / 2X4(A1) 11-6-d 10-4-14 � _ 16_9-0 ,j lc 27-1-14 Over 2 Supports R=154 PLF U=6 PLF W=11-1-14 RL=5/-9 PLF R=159 PLF U=13 PLF W=16-0-0 Note: All Plates Are 1.5X4 Except As Shown. Ep QROfi Design Crit: IRC2012/TPI-2007(STD) Q. ` PLT TYP. Wave FT/RT=2% 0% /4 0) 15.02.V., ��jll� / ssj OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNING:"NEM AID FOLLOW RlIB AU.NOTES ON THIS oiNDI (? TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 meIWORTANT•e FURNISH THIS DIMINO TO ALL CONIRAe1DRS INCLNDINO THE INSTALLERS. REF R7175- 2153 Trussests require extreme BCScare in fngDCmpon n handling, shipping,atoinstalling and bracing. Refer to and follow DL 10.0 PSF DATE 12/04/17 the latest edition or BC51 Builairg Component Safety Information, by TPI and BfCA) for safety practices prior 0./..". r, _ to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached ttohad structural sheathing end bottom chord shall have a properly attached PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0DRW CAUSR7175 17338133 ,4 n O�� . sections B3. BT or B10, as applicable. Apply plates to each face of truss and position as shown above end on 12/05/20 1 7 I( L I theJaint oatsi Is, unless noted otherwise. Refer to drawings 1605-0 for standard plate pnaitiana. BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITt Sul ding Components Group Inc. ahoii not be responsible Tar any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN RW COMPANY inatallatien A Israel ng of trusses. c m TOT.LD. 42.0 PSF SEQN- 117634 A awl an this droving er ower paps listing this drawing, Indio w.eaaptona.Srprofs/Memels G SLY 14,2 n'eapnitimi Iq solely for the design flora. The.uItWI Illy.,Ia w or this drawing DUR.FAC. 1.15 FROM BB 8351 Novena Circle r.mpe,sibllity of the Building Designer per ANSI/Tel 1 Seo.2. Seen Tan:. Sacramento.CA 95828 For more information see this Job's general notes page and these web sites: . ALPINE:www.elpineitw.toe:TPI: www.tpinst.org; WTCA:www.sbcind,ntry.cam: ICC:www.icc-,efe.org Renewal 6/30/2018SPACING 24.0" J REF- 1 W6H7 1 7 5Z1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SDG ) Top chord 2x4 HF #2 :T2 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQU I RED 1 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails ToChord: 1 Row " o.c. 2.0 Special loads Bot Chord: 1 Row @19.0" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 36 plf at 5.94 to 36 plf at 24.56 in each row to avoid splitting. TC- From 71 plf at 24.56 to 71 plf at 30.04 BC- From 7 plf at 0.00 to 7 plf at 30.04 120 mph wind, 19.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 500.00 lb Conc. Load at 5.89,24.61 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 75.18 lb Conc. Load at 2.00,28.50 DL=4.2 psf. BC- 82.20 lb Conc. Load at 4.00,26.50 BC- 232.10 lb Conc. Load at 6.00, 8.00,10.00,12.00 Wind loads and reactions based on MWFRS. BC- 250.75 lb Conc. Load at 14.00,14.50,16.50,18.50 20.50,22.50,24.50 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.54" due to live load and 0.54" due to dead load at X = 15-3-0. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 9] W3X7 1.50 R 1.25 [17] W4X8 2.25 L 1.50 5X10= 3X5= 1.5X4111 3X5= 5X12.=-- -7 4 14 4 - R IICM� T 0-5-12 2-3-11 )1.--r 1 NEI ' I I 18-0-0 3X10(A1) = 1.5X4 111 3X7[9] = 3X7= H0508= 4X8[17] = 1 .5X4 111 3X10(A1) ==.7- i< 5-11-4 >ft 4-8-12 >I< 4-7-0 >f 4-7-0 >I< 4-8-12 >1< 5-5-12 d I- 5-11-4 _j_ 18-7-8 _I_ 5-5-12 J Ec 30-0-8 Over 2 Supports R=2808 U=147 W=5.5" R=2874 U=148 Design Crit: IRC2012/TPI-2007(STD) Ito PROP PLT TYP. 20 Gau.e HS,Wave FT/RT=2% 0%)/4 0) 15.02.PL ,gmt;1p�s' ' OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 m7ARWIWGIaw READ AIM FOLLBR ALL NOTES ON mos IRMRINSI ppoo .'INFORTANTea FURNISH THIS CRANING TO ALL cgHr mixes INCLUDING THE INSTALLERS. C� TC LL 25.0 PSF 825 N 4th Ave,Come]ius OR 97113 REF R7175- 2154 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information,by TPI and WOCA) for safety practices prior ,� _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers ushall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached stn ct ral sheathing and bottom chord shall haw a properly attached BC DL 7.0 PSF DRW CAUSR7375 17338124 rigid ceiling. Locations shown for permanent u lateral restraint of webs shall have bracing installed per BC sections B3. B7 or B10, as applicable. Apply plates to leach face of truss and position as shown above and on 12/05/2017 A __5L 0 I . the Joint Details, unless noted otherwise. Peter to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/NTT I Alpena, a division TW Building Components grasp Inc. shall not expansible for an deviation this OREGON y, drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A basting of trusses. /, ,,,� C TOT.LD. 42.0 PSF SEAN- 117635 A vel en this drwlnp or cover peps listing this drawing, Indleetw acceptance of professional np i_ 14,Z r..panlel i icy solely nor the design show. The suitability and use of this drawing for any structure IC the Y �Y Qj 8351RovawCwck • responoIbllicyofthebuild)ngWeisnerperANSI/TelTSeo.2. *eels Tao DUR.FAC, 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z14 e ALPINE:aww.aipI,o lcw.com; TPI: mww.tpl nst.org;WI the www.sbcinauxtry.cam; ICC:www.iccsefe.nrg Renewal 8130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SDG1 ) Top chord 2x4 HF #1&Bet. :T2 2x6 HF SS: :T3 2x4 HF #2: 3 COMPLETE TRUSSES REQUIRED I 2 ' i Bot chord 2x6 DF-L SS :B2 2x6 HF SS: Webs 2x4 HF Std/Stud :W4, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 59 plf at 0.00 to 59 plf at 7.94 Repeat nailing as each layer is applied. Use equal spacing TC- From 59 plf at 7.94 to 59 plf at 22.56 between rows and stagger nails in each row to avoid splitting. TC- From 59 plf at 22.56 to 59 plf at 30.04 4" o.c. spacing of nails perpendicular and parallel to BC- From 6 plf at 0.00 to 6 plf at 18.00 grain required in area over bearings greater than 4" BC- From 6 plf at 18.00 to 6 plf at 30.04 BC- 1148.81 lb Conc. Load at 2.06, 4.06 (**) 2 plate(s) require special positioning. Refer to scaled BC- 1133.97 lb Conc. Load at 6.06, 8.06,10.06,12.06 plate plot details for special positioning requirements. 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 120 mph wind, 19.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Trusses to be spaced at 20.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.61" due to live load and 0.61" due to dead load at X = 12-9-3. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W1.5X4 S 2.75 [ 7] W4X5 2.25 R 3.25 [12] W4X8 3.25 L 2.00 [20] W4X5 S 3.50 1012(**)(I) = 1 ,5X4111 3X5= 1012(**)(1) 34 T 4 X5 __ 3X5` 0-5-12 2-11-11 . r 18-0-0 B2 4X13 B7R) = 1 .5X4[5] III 4X5(R)[7] III 4X8[12] = H0710= 4X5(R)[20] III 1 .5X4 111 5X12(810R) -J -3-11-10 >‹ 3-11-10 >c 4-9-15 ie 4-11-11 >c 4-9-15 >1‹ 3-11-10 >I< 3-6-2----,1 I_ 7-11-4 _1, 14-7-8 -1- 7-5-12 _1 E 30-0-8 Over 2 Supports R=8926 U=555 W=5.5" R=8934 U=562 RL=21 so PRop Design Crit: IRC2012/TPI-2007(STD) ff,� F. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.'4! 1.0 r EN `99 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 'MARRING!**READ AND MUM ALL NOTES co THIS DRAIIIGi TC LL 25.0 PSF & REF R7175- 2155 825N 4th Ave.Cornelius OR 97113 '•IMPORTANT'• FURNISH MIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow /- DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have properly attached structural ctural sheathing end bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling m . Locations shorn for permanent lateral restraint or eabs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338129 ,4 �� Saos 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shwa)above and on the Joint Details,unless noted otherwise. Refer to drawings 180Ad for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON ,,, dnst ll any fA brarecing to bulla see truss in conformance with ANSI/TPI 1, or for handling, shipping, / c TOT.LD. 42.0 PSF SEQN- 117671 AN RW COMPANY installation my f blurb nt of tlldSthe A owl en this droving or cover pegs listing this droving, Indicate*acceptance of pre?N.lenel englwring 4 LY 14m'j� r.eperrlbl I ley or the Sul l Id ng Deegslg er fawn. per ANSI/Tal lsee 2,�w or MIe drawing for any structure Is the t! DUR.FAC. 1.15 FROM BB 8351 RoyanaCircle *sell Ta Sacramento,CA 95828 For more information see this Jobs general n a page and these web sites: SPACING 20.0" JREF- 1W6H7175Z14 ' ALPINE:ewa.alpinaibwvw .com;TPI: w.tpinst.org;WTCA:waw.sbclndustry.c ; ICC: www.iccsafe.org Renewal 613012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - GGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-0-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span (S) Add 2x4 HF #2 scab to be attached to one face opposite face. Top chord may be notched 1.511 deep X 3.5" AT 48" o/c of top chord with 10d (0.128"X3.011) nails at 6" o.c. along top edge.D0 NOT OVERCUT. No knots or other lumber defects Top edge of scab should be 1.5" below the existing top edge allowed within 12" of notches. Do not notch in overhang or heel panel. of the top chord. *** DO NOT TURN TRUSS END-FOR-END *** JT PLATE LATERAL CHORD No SIZE SHIFT BITE [16] W3X5 S 1.25 [17] W1.5X4 S 2.50 4X57-- 3X5[16] (S) 2x4 x 6-0-0 .14 0. �,� mlok � e...t. (S) 2x4 x 8-0-0 \.ismW1 ��:�\q �= q 2-11-15-4•0 = �:� *♦„ ' • ♦ '\ _ _ .b= 0 9-0-0 3X5= 2 X 4(A1) = 1.5X4[17] Iii 3X5('1) --. LEI-6-a Lc 5-0-0 Lc 11-0-0 >L1-6-0sJ 9-1-1 _I_ 6-10-15 8-0-0 '11 8-0-0 ),I 8-0-0 8-0-0 1 16-0-0 Over 3 Supports >1 R=562 U=43 W=3.5” R=646 U=15 W=5.5" R=845 U=48 W=5.5" RL=53/-53 Note: All Plates Are 1.5X4 Except As Shown. ,gyp PROF Design Crit: IRC2012/TPI-2007(STD) Q,' FS+ ft PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.ft I 'le Truss ComponentsofOregon (503)357-2118 •wARIIINGI••.EAOAND coU. AU NOTES ox11115III dUVE� • OR/-/1/-/-/R/- Scale =.375"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I TANT.. CISH THIS DRAWING To ALL mamma Incubus THE INSTALLERS. 83294PE i TC LL 25.0 PSF REF R7175- 2156 Trusses require eara.a care in fang atirg, SafetyI handling, shipping, installing and bracing. Refer to and fellow %� DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI one WTCA) far safety practices prior to performing Shoes fproperns,attached shall provide temporary bracing per SCSI. Unless noted otherwise, — top chord shall have properly n structural sheathing end bottom chord:hall have a gra attached :C DL 7.0 PSF ,011164 rigid ceiling orLoB10,nsa sawn for permanent lateral restraint of webs shall have bracing leper SCSI 12/05/2017 DRW CAusR7175 17338110 ,4 the sections Bb el or unl as applicable. Apply pietas to each face of cru and position as shown above and on (I L J I tAl '"gdivi ha. "nlaae notao etha,wl,o. parer to Inc.dshe160Ad forastanearo plata ny deviateBC LL 0.0 PSF CA-ENG BFR/RTT Ahpi w, a tlnisien or Iba a f Being truss ins nn croup Inc.sae l not ba nesponsihan nor any tlpping, from mea OREGON ♦ drawing, any failure to build the In conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY Inate 11atlon A bracing of trusses. 3SLY 14,2G TOT.LD. 42.0 PSF SEQN- 117669 A owl en this aw e dring or sawn paps listing this drawing, Indicates professional.aemp[s11os ofprofessionalme VI .rl A. responsibility solely for theen sl deafoven. The suitability end use of this arriving Per any gr wre Is tl responsibilityr 8351 RovanaCirck r•.parab •l liity of the Building G..fer par ANSI/TPI 1 S.e.2. See is Tao*'' OUR.FAC. 1.15 FROM BB Sacramcnm,CA 95828 For more information see this Job's general notes page and these wail sites: SPACING 24.0" JREF- 1W6H7175Z14 e ALPINE:ewe alpineWA:TPI: mow A: www.sbcindustry.cem; ICC: www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6 4 4 r-- 3X5(A1) --- 2-11-15 3X5(A1) 8 ..... 0 9-0-0 1 .5X4 Iii — LEU-6-0 5-0-0 11-0-01-6-0 -1 I< 8-0-0 8-0-0 I, 8-0-0 —I_ 8-0-0 J • I` 16-0-0 Over 3 Supports R=707 U=5 W=3.5" R=186 W=5.5" R=765 U=2 W=5.5" RL=48/-48 Pe E©PROp� Design Crit: IRC2012/TPI-2007(STD) ,�G SX, PLT TYP. Wave FT/RT=2%(0%)/4 0) 15.02." .06NLc. �0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components (503)357-2118 •7ARNINGI••READ AND FOLLOW ALL NOTES on Tins DIUNINGI 2157 pa ••1BPORTAM•• FURNISH THIS MINIM To ALL COMAOTBRs INCUR/ONO THE INSTALLERS. 83294PE TC LL 825 N 4th Ave,Cornelius OR 97113 A.11/ 25.0 PSF REF R7175- Trusses require extreme c ra in fang Component Shafety Information,shipping, Instal n ng ane bract ng. Rafar to ane renor �.� the latoat edition of SCSI (Building Coeoe,nehc S•fety etem by TPI and AICA) for Pests practices prier IL 10.0 PSF DATE 12/04/17 to performing thecae functions. Installersshall provide temporary bracing per SCSI. unless noted otherwise, top chore shall have properly attached structural sheathing and bottom choreshall have a properly attached W. rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing installed par BCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338113 sections Ba 3. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and o X1f1 L=301� I[ the Joint Details, unless noted otherwise. Refer to drawings 160A-Z form standard plate positis, en n OREGON BC LL 0.0 PSF CA-ENG BFR/RTT All I �!L� Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation wrthis u. drawing, any failure to build Om truss In conformance with ANSI/TPI 1, or for handling, shipping, AN rrW COMPANY Instal Iatlon A bracing of truaaea. n4394,2104 0 TOT.LD. 42.0 PSF SEQN- 117638 A vel on this arwlnt er rover pays Meting this arwing, Inaloatee sea.ps•os of professions'aglneerl (0,4St raape slbi I lty Palely for w rYlon shown. The suitability ere use of this efwlny for any eerueture la tlM 8351 Rovana Circle responsibility of the Building y—lyn.r par ANSI/T01 1 See.2. a it Tan DUR.FAC. 1.15 FROM BB Sacramento.CA95828 For more Information see this job's general notes page and thea:web altos: SPACING 24.0" JREF- 1W6H7175Z14 ALPINE:www.alpl new, • ira.cum;7P1: va .tpitPl nst.nrg;ARCA: wmw.sbcinduscry.cuw: ICC: www.iccsafa.erg Renewal 8/30120 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1) 44 14 1 4 1 2-11-15 0-6-2 gm 40_9-0-0 1 ,5X4 III 3X5(131) .-- 2X4(1) (= 4-5-8 11-0-0 =1-.11-6-00.1 I< 7-5-8 >Ic 8-0-0 >1 I— 7-5-8 -.l 8-0-0 _J Ec 15-5-8 Over 3 Supports >1 R=609 W=5.5" R=101 W=5.5" R=765 U=3 W=5.5" RL=40/-39 CEJ PROFS PLT TYP. Wave Design Crit: IRFT RT 2%(0%)�4(0) D) 15.02. �o bG N ss Truss ComponentsofOregon (503)3572118 F�� �O OR/-11/-/-/R/- Scale =.375"/Ft. 825 N 4thAve,Cornelius OR 97113 "Ils°RnwT" FURNISH THIS WAVING FOLLOW CONTPACT°RS INCLUDING THE INSTALLERS. l 83294PE '. TC LL 25.0 PSF REF R7175- 2158 Trusses rewire extreme re In fabricating, handling, shipping, Installing entl bracing. Refer to and follow r,.r^" IL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component safety Information,by TPI and NTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom herd=hall have a properly attached :C DL 7.0 PSF rigid cel ling. Locations shown for permanent lateral restrain of webs shall have bracing instal led per SCSI 1y'j/ n DRW CAUSR7175 17338122 sections B3. B7 or 610, es applicable. Apply plates to each face of Cru and position as shown above and on 1211]5/L� 7 AOl[1^ E the Joint Dotal! , unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. Jr--'� ' vAlpine, a division of ITN Building Components group inc. shall not be reeponslble for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl a ng, any failure to build the truss in conformance w , ar for handling, shipping, ltM1 ANSI/TPI 1yai AN COMPANY Installation d bracing of trusses ty.14,204 gy TOT.LD. 42.0 PSF SEAN— RW 117639 A vel en this drawing or cover page listing this drawing, indicates emeptanes of profwlan.l engineering GS reepnnalbll lty eelely for the design shoal. The suitability end use of this drawing 8351 Rovana Circle respaaibi l ity of the Building Designer per ANSI/TPI 1 Ses.2. "0 far any structure Is`"' off Tan DUR.FAC. 1 .15 FROM BB Sacramento.CA 95525 For more information see this Job's general notes page and those web altos:wroSPACING 24.0" JREF- 1W6H7175Z14 w ALPINE:w .alpiitw.cem;TPI: wwwww.icesefe.org WTCA: www.sbcindustry.can; ICC: w .iccsefe.org Raarewal6/30/20 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5(R1) 401. 14 41 2-11-15 6_ 0-8-2 8 firm 0-3 1 9-0-0 i 4X8(G1) III 1.5X4 Ill 2X4(A1) L 3-11-6 >1< 11-0-0 a1< 1_640-e 1< 6-11-6 8-0-0 >1 L_ 6-11-6 I 8-0_0 J k 14-11-6 Over 3 Supports >{ R=594 R=91 U=3 W=5.5" R=760 U=2 W=5.5" RL=39/-38 to PROfi Design Crit: IRC2012/TPI-2007(STD) 40' 4.0 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .y .odN Fo i0 OR/-/l/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"REao Ab FOLLOW ALL toms ON THIS dwlNGl se (Ce Ip 2 825 N 4th Ave,Gemellus OR 97113 ”IMPORTANT" FURNISH'MIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. L 83294PE y TC LL 25.0 PSF REF R7175- 2159 Trusses require extreme care in fabricating, handling, shipping, installingand bracing. Refer to and follow ai �" the latest edition of SCSI (Building Cowponent Safety Information, by TPI and TCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installersshall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bearing Installeper DCSI 12/05/2017 DRW CAUSR7175 17338121 Ail �� sections 83. 67 or 1310, as applicable. Apply plates to earn face of trussend position as sheen above end on 1L/ J/L (til L� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. (— Alpine, a division of ITR Building Components Group inc. shell not be responsible for any deviation frau this OREGON BC LL 0.0 PSF CA—ENG RTT/RTT . drawing, any failure to build the truss In wnforwanre with ANSI/TPI i, or for handling, shipping. AN fT'W COMPANY installation b bracing of trusses. G 'Ztv 14 zed' m TOT.LD. 42.0 PSF SEQN- 112767 A mei en this drawing tar*weer page listing this drwlnp, Indicates aeoptaloe or professional i ounce InG regensibi I 11y solely far the design Mer se. The eultael I lty and lee or this drawing for any structure6. Tpveture is the a r't DUR.FAC. 1 .15 FROM BB 8351 ROvana CircleremosibiIIty or the Building Daeignper ANSI/TPI 1 Sae.2. Saaamenlo,CA 95828 Far more Information see this Job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z14 ALPINE:wew.elpiheitw.com:TPI: www.tpinst.org;WTCA: www.sbcindustry.com. ICC: eww.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G3 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.25 6X6(R1) 41 3X5(R) III / I 4 2-6-2 2-11-15 i mom mom 9-0-0 / 1.5X4[4] III 3X5= 2X4(A1) 1.*--1-6-0-->.1 k--1-5-8 "k 8-0-0 I. 1-5-8 _L. 8-0-0 I< 9-5-8 Over 2 Supports R=399 R=557 W=5.5" RL=-44 ev PROF Design Crit: IRC2012/TPI-2007(STD) , G' FSS, ,e� PLT TYP. Wave FT/RT=2% 0%)/4 0) 16.01 .. 0 1{.CiAn11� ,Q OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "W FOU. 011 READ Ab iar Au.NOTES on tills maim '',/..."-. REF R7175- 2160 825 N 4th Ave,Comelius OR 97113 ae1YMRTANT” FURNISH THIS MANIAC TO ALL CONTRACTORS INCUUCINC THE IMALLENB. \ITC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow ae/ I L 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Inforset lot, by TPI a,o WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, _ top chord shall have properly attested structural sheathing and bottom chord shall haw a properly attached :C DL 7.0 PSF rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 DRW CAUSR7175 17338120 Ail ,L=00 N E sections 83. BT or as applicable e. R plates each fees of trussantl position as shoot above and an II the Joint Details, B10,unless noted otherwise. Raper to to drawings aceAof trustandard plate positions.wn Alpine. a division of ITh Building Cosecants croup Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 -PSF CA—ENG BFR/RTT s drawing, any failure to build the truss In conformance with ANSI/TPI i, or for handling, shipping. a�I� AN IThCOMA4NY installation b bracing or trusses. It "LLYt4,sad" to TOT.LD. 42.0 PSF SEQN— 68079 A aMl on this drawing or cover pap er palisting this dreaming. Indicates weep enoe of prefss.i I..glower leg respehslblllty solely for the daslr/l sheen. The suitability and u..of this drawing tar any structure is the '�Ta a 1 5 FROM BB 8351 Rcvana Ciro¢ raapeaelbll lty or the Building Meelgrer per ANSI/WI 1 See.2. $e Tan • DUR.FAC. 1 Sacramento.CA 9S828 For more Information Pae this Job's general notes page and loses Nab alta,: Renewal 8!8012018 vowSPACING 24.0" J REF- 1 W6H7 1 7 5Z1 4 a ALPINE:www.elplmaitw.com;TPI: .tplrtst.org; MA: www.abcinauscry.com; ICC: www.iccsefa.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. II ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - CGE ) Top chord 2x4 HF #2 120 mph wind, 19.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10,00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.511 deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5 4 I —7 4 2-5-4 ___=1-- E IJ -0 E `Ea, +18-0-0 / ////////////////////////////////////////// 2X4(A1) = 2X4(A1) E 1..‹--1-6-0-->..I L-1-6-0-,.1 L_ 6-4-0 I 6-4-0 E12-8-0 Over Continuous Support >1 R=158 PLF U=28 PLF W=12-8-0 RL=4/-4 PLF Note: All Plates Are 1.5X4 Except As Shown. CEO PROj . Design Crit: IRC2012/TPI-2007(STD) �. tu PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02...4 ,4 6N E �0 OR/-/1/-/-/R/- Scale =,5"/Ft. Tess Components of Oregon (503)357-2118 "'WARNINGI..READ AND ROLinR ALL NOTES ON THIS ORANINOI 4 6� �iQ Z 825 N 4th Ave,Cornelius OR 97113 ..lips RANT" FURNISH THIS DRAWING TO Au,CONTRACTORS INa+nINO THE INSTALLERS. 1 83294PE TC LL 25.0 PSF REF R7175— 2161 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and Follow // the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. _ top chord shell hove properly etterned structural sheathing and bottom chord shall have a properly attached :C DL 7,0 PSF rigid ceiling. Locations show for permanent lateral restraint of webs shall have bracing Installed per Best 12/05/2017 DRW CAUSR7175 17338135 4 LJOJ� 1 sections B3. B7 or B10, as applicable. Apply plates to each race of trussand position as shown above and on J H i the JointDetails, unless noted otherwise. Refer to drawings 16OA_Z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/RFT i Alpine, a division of 11W Building Components Group Inc. shalt not be responsible for any deviation free this OREGON a drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping. AN RTW COMPANY installateen A orating of trusses. 0. 11014,201� q) TOT,LD. 42.0 PSF SEQN- 117642 A vel en tills droving or cover page listing this drawing, inaleat a acceptance of professional engineeringt f.grrrresponslbl I itty oty f stn.Wilding Idii g for the Mclean 'per ANSI/WI t Sec.2 ty Y1°use of this drawing for any strutter.I.the sem r�. DUR.FAC. 1.15 FROM BB 8351 RgyanacvCb il Ta Sacramento,CA 95828 For nore Information seethis Job's general notes page and these web sites: a ALPINE:www.alpinaitw.com; TPI: www,tpinst.erg: WTCA: www.sbcindastry,cam; ICC:ww.icceafe.org Renewal 8/3012018 SPACING 24.0" JREF- 1 W6H7 1 7 5Z1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 8 Roof Mas -- master master , OR - CG ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at 0.00 to 71 plf at 6.33 TC- From 71 plf at 6.33 to 71 plf at 12.67 120 mph wind, 19.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 10.17 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- From 14 plf at 10.17 to 14 plf at 12.67 psf. BC- 254.42 lb Conc. Load at 1.67, 2.17, 4.17, 6.17 8.17,10.17 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5] W3X3 S 1.75 10] W3X7 S 1.25 12] W3X3 S 1.75 4X5 3X5 3X5,;----- 4 [ 14 0 4040 2-5-4 ;iirfr-- D 18-0-0 LI 3X3[5] III 3X7[10] 3X3[12] III 3X7(A1) = 3X7(A1) k 3-9-14 >I< 2-6-2 >l< 2-6-2 >I< 3-9-14 >I 6-4-0 I 6-4-0 12-8-0 Over 2 Supports sI R=1372 U=54 W=5.5" R=1161 U=44 W=5.5" iLEo PROp Design Crit: IRC2012/TPI-2007(STD) . S PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.PA I *15IV4 S� E� O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARRING!•• READ AID FOLLOW ALL Mohs ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ”IIMGNTANT•e FURNISH THIS OR WING TO ALL CGMIRKmAS INCLUDING THE INSTALLERS. A 83294PE .i TC LL 25.0 PSF REF R7175- 2162 Trusses require extreme cre in fabricating, handling, shipping, installing d bracing. Refer m and fellow the latest edition of SCSI (Building Component Safety Information,by TPI and and for safety practices prior /'. DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide tesporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attach•d structural sheathing end bottom Chord shall have a properly attaches C DL 7.0 PSF DRW CAUSR7175 17338136 rigid calling. Locations shown for permanent lateral restraint of webs shall have brecirg installed per BCsI I2�05�20I7 A LL=)U N IE sections BD G7 or BIG, as applicable. e. Refer plates to each face of for tantl post Cion as shawl ebova end on J the Jalnt gdivila, dnfaaa entad at"arwlpo Gr to Inc. Sha,ano_Z fares standard plats any deviation OREGON BC LL 0.0 PSF CA—ENG BFR/RTT Alpine, a y failure of ITN Building Comtruss con Croup Inc. shall not be responsible bio far erry shipping, frau this • tlrewirg, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN RTW COMPANY installation A bracing of trusses. G `Zcr i4.zocF t: TOT.LD, 42.0 PSF SEQN— 117661 A noel on this dwell*or cover Paas listing this droving, Indictee.eeespteeees o of professional oinrl ,MpSnelbi l ltgl sonny for tate ensign aloe,. The suitai l lty end um of this ef..ing for any tenons.Is the 5351 RovanaCirck r tpenelbiiity of the Building o.agn.r for ANSI/Tin1 See.2. *Se ft Tar DUR.FAC. 1.15 FROM BB Sacramento,CA 95525 For more information se this Job's general no s page anti these sob sites: a ALPINE:www.alpineltw.com;TPI: www.tpinst.org;ARCA: www.sbcinduatry.com; ICC: www.lcaefe.org Renewal 6130/2013 SPACING 24.0" JREF- 1 W6H7 1 7 5Z1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - FGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5 4 r-- - 14 2-1-15 0 [ 0 0 '--FL _4_9-0-0 e //////////////////////////////////// ----- ---,, 2X4(A1) = 2X4(A1) 1-c---1-6-0-- L-1-6-0-->-I 5-6-0 5-6-0 I= 11-0-0 Over Continuous Support R=161 PLF U=37 PLF W=11-0-0 RL=5/-5 PLF Note: Ali Plates Are 1.5X4 Except As Shown. iso PRO/ . Design Crit: IRC2012/TPI-2007(STD) (�, t PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.04 sv �r 4�N • OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING,ss READ un FOLLOW AU.MOTES ON THIS oaMnct �(�_'� } REF R7175- 2163 825N 4th Ave,Cornelius OR 97113 "I�o"T"gT" 'TM TM's°�1N6 To �"' INCLUDING THE INSTALLERS. �� �TC LL 25.0 PSF Trusses require eofrScare in fabricating, handling,atylosration. installing anti)far s. Reyer CO and Poiior DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information.by TPI and MICA) for safety practices prior �' to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,adilhb4 — op chord shall have properly attached structural sheathing and bottom chord shall haus a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI DRW CAUSR7175 17338112 All �0�� sea ions 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on :2/05/20 l.7 NI a the Joint Details, unless noted otherwise. Refer to drawings,BDA-Z for standard plate positions. Alpine, a division of ITN Building Components Gra,p 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 with ANSI/TPI 1, or far handling, shipping, 1Y0 C TOT.LD.LD. 42.0 PSF AN ITW COMPANY Installation A tracing or trusses. 13 A..l on tills drwing or ower peg.listing this drawing, India two eea.ptwa.or oror.Msianol erglrr.rinp �I CY 14.10 �m SEQN- 117644 nomoomlbllity..l.ly for tlr a.aign.:loon. TM suitability end w.of till.droving for any.truature Is M. V 8351 RnvanaCircle monomial/1[y of the goosing Orlgnr per ANSI/TPI ,s.e.=. $ell Tar DUR.FAC. 1.15 FROM BB Sacramenlo,CA 95828 For more Information see this Job's general notes page and these web sites: — ALPINE:www.alpl nal tw.com;TPI: www.tpl nst.org;PICA: www.sbcindustry.cm; ICC: www.iccsefe.nrg Renewal 6130120V1 SPACING 24.0" JREF- 1W6H7175214 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - HGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.D0 NOT OVERCUT. No knots or other lumber defects allowed within 1211 of notches. Do not notch in overhang or heel panel. 4X5 H 4 1 Pi 1-3-15 +9-0-0 4 / 2X4(Al) = 2X4(A1) 1 .5X4 III Le-1-6-0—>i 1,=-1-6-0-..1 L__ 3-0-0 _I_ 3-0-0 I F6-0-0 Over Continuous Support =-d R=186 PLF U=91 PLF W=6-0-0 RL=7/-7 PLF Design Crit: I RC2012/TPI-2007(STD) •Eo PROpk, PLT TYP. Wave FT/RTio2%(0%)/4(0) 15.02.15 . all110 ,' S OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING1'e READ No FOLLOW AU.NOTES ON nos ORA11NG1 825N 4th Ave,Cornelius OR 97113 aatirogr Nr• FURNISH TRIS ORMOND TO ALL CONTRACTORS IRO JOINO THE INSTALLERS. ��? TC LL 25.0 PSF REF R7175- 2164 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow /{a DL 10.0 PSF DATE 1 2/04/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior iC /' 01, to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF rigid ceiling_ Locations sheen parlament parent lateral restraint of webs Shall have bracing installed per BC DRW CAUSR7175 17338138 ,4�� secthe ions BD B7 or B10as Apply plates to each face of trussa and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. 12/05/2017 BC LL 0.0 PSF CA—ENG BFR/RTT Alpine. a division of ITW Building Canpanents Group Inc. shall not be responsible for any deviation from this OREGON a drawing, anyb ilure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses 13TOT.LD. 42.0 PSF SEQN— 117645 es . A al an this dreoing or cover page Meting this ermine, Indian: pes as acceptance ar proralah.i ehpinrlrg 4, `ICY 14,204 responsibility ealely for the design ahoan. The suitability arse use or this Crewing for any structure is the 8351 RovanaCirck feaperrlbl l ley of the Wilding Designer per ANSI/TPI 1 sea.:. S$elt Tai a l' DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notesb page and these websites: SPACING 24.0" J REF- 1 W6H7 1 7 5Z 1 4 4 ALPINE:www.alpl nal ar.com: TPI: ww.ipimt.org; WTCA: www.sbclndiacry.cm; ICC:www.iccsefe.org Rerbesd R/AaN'N11A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - HG ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at 0.00 to 71 plf at 3.00 TC- From 71 plf at 3.00 to 71 plf at 6.00 120 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 164.95 lb Conc. Load at 2.06, 4.06 DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 41 14 1-3-15 1.5X4 III 2X4(A1) = 2X4(A1) I< 3-0-0 >I< 3-0-0 -). 3-0-0 —I_ 3-0-0 _1 1= 6-0-0 Over 2 Supports R=396 U=6 W=5.5" R=403 U=6 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 0E,©PRafi�. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .'5 Iso'. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "MARRING!`'RFAo AID FOLLOW ALL NOTES or'nos owns! r NG �'� 825 N 4th Ave,Comelius OR 97113 11INDNiTANT11 FUR/1141 THIS DINING To ALL CONDIGGTORs INCLUDING THE INSTALLERS. �(�' (G A�1 9, TC LL 25.0 PSF REF R7175- 2165 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI <Buildi g Component Safety Information, by TPI and WTCA) for safety practices prior f mi to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly atteched structural sheathing and bottom chore Shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per 6C BC DL 7.0 PSFDRW CAUSR7175 17338114 ,4 r `� sections 83, B]or G10, as applicable Apply plates Co eaoh Tate of truss and position as snout above and on III II LO J the Joint Getalia, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA—ENG BFR/ITT Alvino, a division of FIR Buildup Components Group Inc. shall net be responsible for any deviation frau this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, .,,,5� tie C TOT.LD. 42.0 PSF SEQN- 68081 AN RW COMPANY raw! g, ions bracing of trusses, the �1f�1 A seal on VIIa drawing or moor ppm listing!Chu.drawing, Indlawt.s.m.ptanos or pref.Nlvul yy- r..pon.ibl l lb.ol.ly Tor th orlon shorn. The suitability eN me of this drwins for any structure le the '0.1.14,ZO 8351 ROv.naCITCM r..pon.lbl l ity of VN Building o..ign.r nor ANSI/TPI 1 s.o.2. S$etl Tar/� DUI.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information Pea rola Job's general n a page and theca web sites: SPACING 24.0" JREF- 1W6H7175Z14 ALPINE:whew.alPl heicw.con; TPI: wwr.tpl nst.org;sTCA: www.sbclntluutry.cam; ICC:www.iccsafe.org RnmrNl Rf101!111123 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - X ) Top chord 2x4 HF #2 120 mph wind, 19.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1 .5X4 III I 11- 11 il 111 ill Ill 2-3-11 ■J, �, 18-0-0 111_1 1 .5X4 111 2X4(A1) L*-1-6-0- 5-8-8 >I-112 f 5-11-4 Over 2 Supports { R=386 U=13 W=5.5" R=232 U=14 RL=49 Design Crit: I RC2012/TPI-2007(STD) Rs,O PRop PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.'5 `rS. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARMING'"READ AND FOLLOW ALL NOTES ON TN's mom! .lG 825N 4th Ave,Cornelius OR 97113 ''IMPORTANT• FURNISH THIS OWING To ALL cONTN ams INCLUDING THE INSTALLERS. ''. ((i AQ TC LL 25.0 PSF Trusses Ire extreme care in fabricatl e{/ 83294PE OZ REF R7175- 2166 the latest r edition of BCS' Bulldl en handling, shipping, installing d bracing. Refer to end folior ret Cow Component safety info merlon,by TPI SCA, for nary noted eprier 0we �► DL 1 0.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless otherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL - 7.0 PSF DRW CAUSR71 75 1733$1 30 A _ou N Eotherwise.sections B3. B7 or B1o, as applicable. Apply plates to each nese of trussand position as sheen above and on the Joint Details, unless meted otherwise. Refer to drawings,BOA_z far standard plate positions. 12/05/20 1 7 BC LL 0.0 PSF CA-ENG BFR/RTT -, Alpha, a division of ITR Building Components Group Inc, shall not be responsible for any deviation from this OREGON e drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN II RW COMPANY Installation A braeing of Lr"ssas. r y� C TOT.LD. 42.0 PSF SEQN- 117647 A co responsibilityPo l on this drawing or cover pegs listing this draing, indicates acceptance of profNalonel engineering /_ V[y responsibility solely r the desal design shoal. The suitability end useofthis Crewing few any structure le the V 2:034 '(� OUR.FAC. 1.15 FROM BB 8351 Rovana Cvck responsibility of the Dellolnp Designer per ANSI/TPI ,$.e.2. elf 14Ta' n�- Sacranlenlo,CA95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z14 a ALPINE:www.alpineltw.con; TPI: waw.tpinst.erg;WTCA: www.sbcindustry.com; ICC: www.Icosefe.erg Ramh.nal RfAN9YiMl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - X1 ) Top chord 2x4 HF #2 120 mph wind, 19.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X41 II 1 4 7 2-3-11 11111111111111111 LJEMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINNi 4, 18-0-0 2X4(A1) = 1 .5X4 if 5-8-82 5-11-4 Over 2 Supports R=254 U=1 R=251 U=16 RL=39 Er0)PROF Design Crit: IRC2012/TPI-2007(STD) .(�G 44.'PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.,1 I4 /O OR/-/1/-/-/R/- Scale =.5"/Ft. 11611111111 Truss Components of Oregon (503)357-2118 "WARNING!"READ AND FOLLOW ALL NOTES cot Tins mans! �y,� 825N 4th Ave,Cornelius OR 97113 '•ISPBRTANT'• FURNISH THIS DM1TWiFq m Au CONTRACTORS INCLUDING TH INo E INSTALLERS. �TC LL 25.0 PSF REF R7175— 2167 Trusses require extreme care In fabricating,handling, snipping, installing d and bracing. Refer to and fo11oW �/� " -- the latest edition of BCSI (Building Component Safety Information,by TPI and WTCA) for safety practices prier C IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, — 41116 [up chord shell have properly attached structural sheathing and bottom chard stall nava a properly attached :C DL 7.0 PSF rigid ceiling. Locations sheet for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338131-- ** sections B3. 87 or B10, as applicable. Apply plates to each face of trussand position as shown above and on LLI J1G 1 All ,.�^ I� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for tandard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/PTT //L__J77 I \VI Alpine, a division of ITW Building Cuiponents Group Inc. shell not be responsible for any deviation from this drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. W AN rTCOMPANY installation a bracing of trusses. omen. n10'14,204 tm ngTOT.LD. 42.0 PSF SEQN— 117648 A vel on this dressing or cover pogo listing this erasing, Indiana*aeaps tarof prefesa aloi engineering responsibility solely for the deslgomen. The suitability owl Nes of this dressing structure for any strle the *o e 8331 RGvanaClick ..po lb/nty of the Building Weidner per ANSI/TPI 1 S.o.2. SII Tao ' OUR.FAC. 1 .15 FROM BB Sacramento,CA95828 Per more information sea this Job's general ante page and inset web areas: Renewal 6/3012018 SPACING 24.0" JREF- 1W6H7175Z14 ALPINE:war.alpirmly.can; TPI: ew.tpirhst.org; WfCA: www.sbc lrMua<ry.cam; ICC:www.iccsefa.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - EJ1 ) Top chord 2x4 HF #2 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 12 .409-3-13 4 I R=109 U=10 1-7-5 1 mil 18-0-0 2X4(A1) L-1-6-0 >1< 3-10-3---------;)-1. ---2-1-1--=0.1 1" 5-11-4 Over 3 Supports R=323 U=10 W=5.5" RL=35 R=82 +�Eo PRopS Design Crit: IRC2012/TPI-2007(STD) •(� `SS PLT TYP.poWave FT/RT=2% 0%)/4 0) 15.02 Ili I N Ft�a, 1Q OR/-/1/-/-/R/- Scale =.5"/Ft. Truss N 4th nems of Oregon (503)357-2118 'MARRING!**READ AID FOLLOW ALL NOTES ON THIS DRAWING! r P. ••IIWORTNR•• FURNISH THIS awls To ALL CONTRACTORS MOWING TIIE INSTALLERS. 83294PE 1P TC LL 25.0 PSF REF R7175- 2168 _ Ave,Cornelius OR 97113 / Trusses require extreme care in fabricating, Safety Information,, shipping, installing and brad„g. serer to end Plenty C I L 1 0.0 PSF DATE 1 2/04/1 7 toe lrform ngi ties er nct1 nspeed Goers ant Se prov mpo by TPI and wSCSI for safety practices for to performing shall t„hav!properly. Installersahuctull provide sheathing bracing per aIi Unless noted otherwise, top aced sngll Loca properly attached structurallrel rei„g and broom chord shall have a properly attached :C DL 7.0 PSF '1'I l srigidects ceiling. Locations, shown car e. Apply plateal reeach nt df was shall have bracing installed per SCSI 12!05/2017 DRW CAUSR7175 17338116 A 111 N E the Joinons B3, 87 or Barr as applicable. Apply f roto to each 16e of cru and rd plate as above and on the ane. Details, not IT(aped otherwise.Compo. Neter up drawl( l no_Z a farstandardlett levant. OREGON :C LL 0.0 PSF CA—ENG BFR/RTT Alpine. division of ITN Building Components nacon orcin inc. shall M responsible fon any ippinglon from this ,,,,,a * drawing, any failure to build CM truss In conformance with ANSI/TPI i, or for handling,shipping, 11 c AN ITW COMPANY installation a bracing of trusses. /_ 1:43.14,24e 0 TOT.LD. 42.0 PSF SEQN- 117649 ve A l on this droning or cover paps listing this araaing, indiaaW ear ato.tor prow ralomngM i alnrl S responsibility solely for the design shown. The suitability Yr!YM or this drooling for any stn.-tura 1s nr $elf Tar OUR.FAC. 1 .15 FROM BB 8351 Rovana Circle raaporpslal l lq of the Building Dwlyar par ANSI/TPI T Sae.2. Sacramento,CA 95929 For more information see this fob's general notes page and these web setas: ALPINE,www.alpeneetw.cam;TPI: w.tpinst.org;WFCA:waw.abcendustry.com; ICC:sww.iccsefe.org Renewal 8/30!2018 SPACING 24.0" J REF- 1 W6H7 1 75Z 1 4 f THIS DAG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - EJG ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 plf at -1.50 to 71 plf at 1.85 120 mph wind, 18.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.50 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 5.94 DL=4.2 psf. BC- 21.21 lb Conc. Load at 2.00 BC- 35.17 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=77 4 I I( iN 18-7-13 1 Ril 0-11-5 18-0-0II 2X4(A1) LE-1-6-0 >1< 1-10-3 4-1-1 Ec 5-11-4 Over 3 Supports R=256 U=32 W=5.5" R=75 CEO PROF. Design Crit: IRC2012/TPI-2007(STD) .<<G S PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.i/451 NEE• �,O OR/-/1/-/-/R/- Scale =.5"/Ft. ith 1. Truss Components of Oregon (503)357-21I8 **WARNING!**PERO Aro roLLON Au.mons on Tits DRAWING! 83294PE REF R7175- 2169 825N 4th Ave,Gemellus OR 97113 "IIPORTAxr" FURNISH THIS INwINg To ALL CONTRACTORS INCLUDING THE INSTALLERS. �r4 '� TC LL 25.0 PSF Trusses require extreme care In febricating, handling, shipping, installing and bracing. Pifer to and fellow oioll''. the latest edition of SCSI (Building Component Safety Information, by TPI and MmA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly a cached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338123 ,4�I O`� sections B3, 67 or 1310, ea applicable. Apply plates CO each fxa of trussrand position as steam above and on L 1 the J,ne Getaila. -"leas nptad leg C tae. Barer to drawl„ha 1f,GA_Z farandlI plata pnaltinna. OREGON C LL 0.0 PSF CA-ENG BFR/RTT I I Alpi ro, a tlivl sl on of I7W Builtli ng Components Groep Inc. shall not ba responsible for airy tlevlatlon iron this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMtd4NY installation A bracing of trdaaea /4 trityl;,sod' 0 TOT.LD. 42.0 PSF SEAN— 117650 A vel on this drwing or poser papa listing whin drawing, Indicates boq[.dm of profession.'engineering S • reeparsiblllwy solely for the Melee Owen. The suitability end use of thea drawing for any awruetury Is the 8351 Roma Circle r"p°"'IbIlIb'of the Building Dealpwer per ANSI/TPI 1 Sap.2. �1f T�� DUR.FAC. 1.15 FROM BB Sacramento.CA95828 For more information sea this Job's general notes page and chase web aloes: Renewal 6130/2018 SPACING 24.0" JREF- 1W6H7175Z14 • ALPINE:www.alpineiiw.com; TPI: mww.tpi nse.org; WNCA:www.sbcindustry.com; ICC:wwW.iccsafa,arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - IGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 1.5X4 5X4 Ill / 4i e i 2X4(A1)— 1-7-12 .-.01111111111111111111111111111111111111 . 0-4-7 r I ZII 1.5X4 II 1 � 9-0-0 E- 3-10-0 Over Continuous Support >+ R=96 PLF U=36 PLF W=3-10-0 RL=18 PLF Design Crit: I RC2012/TPI-2007(STD) ,SCi��O PROFS%, PLT TYP. Wave FT/RT=2% 0% /4 0) 16.01.',' 6 L%%re—F, /O OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIw' IIEAD en FOLLOW AU.NOTES SN TH15 omens! Or REF R7175— 2170 825 N 4th Ave,Cornelius OR 97113 • FUSS=MSpaRTANT•• suRNs MARINOm =TRACTORS=TRACTORSm ALL ucrINCLUDING ria INSTALLERS.. ' TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information,by TPI and WrCA) far safety practices prior 111_ 10.0 PSF to performing these functions. Installers shall providetemporarybracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attaches :C DL 7.0 PSF DRW CALISR7175 17338109 rigid ceiling. Locations shown for parmanent lateral restraint of webs shall have bracing installed per SCSI ,4 LO`� sections B3. 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 12/05t2017 IF) the Joint Details,unless noted otherwise. Refer to drawings 160A_Z far standard plate positions. OREGON BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of I,W Building Components Group Inc. shall be responsible for any deviation from this drat 11 any failure to buildru the=rues in conformance with ANSI/TPI 1, or for handling, shipping, 4 ty od' eel TOT.LD. 42.0 PSF SEAN— 112760 ' AN ITW COMPANY installation&bracing of trusses. 14Y14,2004 A seal on this drawing or cover page listing this drawing. Indicates somatanea of professional engineering _l� responsnesponsibility o ltlr Building for the�igner�per ANSI/TPIt 1 S.e.2. MIS cheering for Amy structure Is the se Tan. DUR.FAC. 1 .15 FROM BB 8351 Rovana Circk Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1 W6H7 1 7 5Z1 4 g ww ALPINE:www.eipineltw.cwn;TPI: w.tpinst.org;WTCA: w .sbcindustry.com, ICC: aww.iccsafe.org Renewal 6/30/2048 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - J ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4 oIIIIIIIIIIIIIIii 1-7-12 li 0-3-15 /� �� 11 4_9-0-0 i 1.5X4 III 2X4(A1) --1-6-0 1` 3-8-12 "T-1 3-11-8 Over 2 Supports >1 R=311 U=2 W=5.5" R=138 U=1 RL=30 CEO PROFS Design Crit: IRC2012/TPI-2007(STD) ,�G 4% PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.0tel,ar,G N E', i0 OR/-/1/-/-/R/- Scale =,75"/Ft. _ Truss Components of Oregon (503)357-2l18 "WARNING!**READ ARO FOLLOW ALL NOTES ON nns awINGl4REF R7175- 2171 _ 825N 4th Ave,Cornelius OR 97113 aaI1NgRTANTme FNRNISN TRIS GNANING To ALL CONTRACTORS INCLUDING TIIE INSTALLERS. 83294PE TC LL 25.0 PSF Trusses require extrema care In fabricating, handling, shipping, Installing d bracing. Refer to and feiloW /' the latest edition or SCSI (Building Component Safety Information, by TPI and and for safety practices prior /� IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord shell have a properly attached :C DL 7.0 PSF rigid cel ling. Locations sheen Tor permanent lateral retrain of webs shell have bracing Installed per BCSI 12/05/2017 DRW CAUSR7175 17338111 A LL0)11 N[E sections 83,aiB7 or unlB10ess as applicable.other Apply pietas to each race of for tans Position as shown above end on the Joint Details. uof I1 nBuil otherwise.Coope. Re&er to d swings 1finot &ores standard Plate any devias. tion OREGON BC LL 0.0 PSF CA-ENG RTT/RTT Alpine,wng. a division of ITN Building h t uss in Group Inc. shall not be responsible for a,ry deviation from this a drawing. any failure to r tru the truss In conformance With ANSI/TPI 1, or far handling, shipping, AN TW COMPANY installation A bracing or trusses. f?ILy l; zod' 0 TOT.LD. 42.0 PSF SEQN— 112755 A vel en this drool.,or cover papa listing this drawing, indicates eseaptaae of professional arolneering G_. regwslel l Id solely for w dee1 ,sled. The eultabl lity Oils use of this drwing for Aly structure Is the VV 8351 RovanaCirck reaperrlenlsy of the Bonding Weisner per ANSI/TPI t S•aa. $eSI Tan DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 Far more information sae this Job's general notes page and[bees Web sites: R9T19wB18/3OJ2O'� aSPACING 24.0" J REF- 1 W6H7 1 7 5Z1 4 It ALPINE:amw.alpinai .cam; TPI: www.tPinst.org; NTCA:wew.sbclndustry.com; ICC:www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - I ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 4 I I 1-7-12 II i ■ 0 4-7 ■a *9-0-0 t 2X4(A1) = 1.5X4 III 3-7-42 1-1 Fe 3-10-0 Over 2 Supports R=165 R=161 U=3 RL=21 Design Crit: I RC2012/TPI-2007(STD) rCr�e�PROF�S PLT TYP. Wave FT/RT=2% 0%)/4 0) 16.01.. a .0414e0.4 ��0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 'WARNING!ee READ AND FOLLOW ALL NOTES ON Ins OWING! 825N 4th Ave,Cornelius OR 97113 ”IINGDGANTma FURNISH MIS MAMAS To ALL COMMIT=INCLUDING TME INSTALLEWB. 83294PE 1, TC LL 25.0 PSF REF R7175- 2172 Trusses require extreme c re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WICA) for safety practices prior /_ IL 10.0 PSF DATE 12/04/17 1• to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, structural end bottom crura Steell have a properly tap chord anal! nava properly attached atrpctarattached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs Shall lave bracing installed per SCSI12/0512017 DRW CAUSR7175 17338108 ,4 �� 1 sections B3 ai or B10unless as appinoted other Apply perces to each face of cru end position as anion above and on ! the pint Details, unleaa opted otherwise. Peder to d awenga,BGA_Z far'standard plata positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a division of 11Y/Building Components Group Inc. shall not be responsible for any deviation from this A drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instelletlen B bracing of trusses. G 4141.14,2°16 f t� TOT.LD, 42.0 PSF SEQN- 98948 drawing el an this aring or cover paps listing this droving, Indicates acceptance of profw la Mi engineering ty rasporsibIlifeisty for the design crown, The suitability end use sof this arming for any structure 1e the e 8351 RPVWIgCirck reeponsibilly of the Building Gaslgner per ANSI/TPI 1 S ,2, *ell Tao' DUR,FAC. 1 .15 FROM BB Sacramento.CA 95828 For more Information sea this Job's general setas Pegg and these wan sites: Renewal 8/30/2018 SPACING 24.0" J REF- 1 W6H7 1 7 5Z 1 4 t ALPINE:www.elPi meitw.com: TPI, sww.tPl nst.org; YRCA:mvw.sbcirdustry.cw; ICC: www.iccsafa.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 8 Roof Mas -- master master , OR - K ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=22 U=2 4 l 19-8-1 1 0-11-12 i �111111111111111M9-0-0 2X4(A1) = R=20 U=4 L.-1-6-0—>J 1-11-8 Over 3 Supports R=259 U=15 W=5.5" ,�O PROF Design Crit: IRC2012/TPI-2007(STD) ,�G` FSS, PLT TYP. Wave FT/RT=2% 0%)/4(0) 16.01 .0,03../.GIN E' i0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •'WNWINGI'•READ NO cguoR ALL ROTES ON THIS ORNiRgi 825N 4th Ave,Cornelius OR 97113 "lrnrses'e FINNISH DRS,handling, To Atm ppCONTRACTORS INCLUDING THE INSTALLERS. ��TC LL 25.0 PSF REF R7175- 2173 Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer to and follow go,/ 1 L 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety IntOrmation,by TEl and WTCA) for safety practices for ./'/'^ to performing these functions. Installers shell provide temporary bracing par SCSI. Unless noted otherwise, ,04111164 top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid calling. Locations shown for permanent lateral restraint or webs shall have bracing installed per 6051 1M5,2017 5,2017 DRW CAUSR7175 17338127 r� actions 83. B7 or B10, as applicable. Apply pietas to each face of truss and position as shown above end on LLl! JJJJ GG 11/ A�L�)O A 'a the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT //L_'_J_ I \v' Alpine,a division of 1TW Building Canponents croup Inc, shell not be responsible for any deviation from this drawing, any failure go build the truss In conformance with ANSI/TPI ,. or far handling. shopping, �I off' r TOT.LD. 42.0 PSF SEAN- 12122 REV AN RW COMPANY hawing, lona bracing of trusses. /� A WI on this drawing or cover peps listing this dremIng. Indicates acceptance of profee.lMrl engineering G LY 1414 �/ responsibility solely for the Origin Whin. The suitability end naes of this drawing far any structure is the T 8351 RovRu3Circk r•pm"ibiliq'or u"building D.'Ign'r per ANSI/TPI 1 S.e.2. $elf T�� DUR.FAC. 1.15 FROM BB Sacramenk.CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z14 WA:www.alPlneltw.com;TPI: sew.tpinst.erg; A: www.sbclndustry.can: ICC: swe.iccsafe.org Renewal 6/30/2018 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ1 ) Top chord 2x4 HF #2 120 mph wind, 18.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=16 U=4 d 4I I )y 18-7-13 0-11-5 - 18-0-0 2X4(A1) = R=21 U=4 L.r--1-6-0 >< 1-10-3 2-9 1-11-4 Over 3 Supports R=258 U=24 W=5.5" RL=21 Design Crit: IRC2012/TPI-2007(STD) GCEO PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 15,02.15. 7,Agg�:+py'ssS OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 e7ARNINGI ee FEAD AID FOLLOW ALL NOTES ow This momeii 825 N 41,11 Ave,Cornelius OR 97113 "IT 'S'THIS DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLSINSTALLERS. �(�' TC LL 25.0 PSF REF R7175- 2174 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and tel DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior GLS to performing these functions. t Installers shall provide teglorary bracing per SCSI. Unless noted otherwise, I op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid calling. Locations shown for permanent lateral restraint or webs shall have bracing installed per ec DRW CAUSR7175 17338119 ,4 sections B3. 87 or 810, as applicable. Apply plates to each face or trussandposition as shown above end on 1 2/05120 1 7 ��)0^ I the Joint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT ' v Aiplre, a division TW Building Components Group Inc. shell not be responsible fora� deviation his OREGON e drawing, any failure to bulla the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN RW COMPANY installation A bracing of trusses. yy� ,�pp L'b TOT.LD. 42.0 PSF SEQN- 117655 A owl en this drawing or power pope listing this growing, Inchoate*eeaaptanee en profwlonel engineering V V- responsibility solely for the design shown. The sultsbl l ity ore w or this owing for any etrittora is the Ly 14,20 8351 Rom Circle r••P5 ibl uey of the Obliging Designer ger ANSI/TPI 1 See.). 4)412/015/2017 J 9 I Tall*"� DUR.FAC. 1.15 FROM BB Saaamento,CA95828 Far more wrInformRae this Jos general notes page and theca wRites: SPACING 24.0" JREF- 1W6H7175Z14 ,s ALPINE:ww .alplrmlrr.com;TP1 TPI: ww.tpi mbICC:WfCA: www.abcinduscry.can; ICC: www.iccsefe.org RsnuWd NaTlr9f1'IR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ2 ) Top chord 2x4 HF #2 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=94 U=12 4 ,1� _1409-3-131-7-5 -�� 18-0-0 / .i R=35 U=1 2X4(A1) L-1-6-0 ,I.c 1-11-4 >I< 2-0-7—>J 14E3-10-3 Over 3 Supports 3.1 R=286 U=20 W=5.5" RL=35 Design Crit: IRC2012/TPI-2007(STD) Et)PROp�s PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.'4 IG • -A. :, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "W READ ta iNGleeoAFOLLOWALLNOTESONnos ixsl N E.�` 9, REF R7175- 2175 825 N 4th Ave,Gemellus OR 97113 'mnMarttAtrtmm FURNISH THIS nM{tiw TO ALL CONTRACTORS INd1W/iNg Tile IILSfAl1EgS, Al Ai TC LL 25.0 PSF 83294PE Trusses require extrema care in fabricating, handling, shipping, Installing and bracing. Refer to and follow za .•1 DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14 0.0/ to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall nave properly attached structural sheathing end bottom chord shall have a properly attached BC DL rigid ceiling. ml ng. Locations shown for perenent lateral restraint of webs shall have bracing Installed per BC 7.0 PSF DRW CAUSR7175 17338115 ,4�� sections 83, B7 or 810, as applicable. Apply plates to each Tete of truss position as mown above end on 12/05/2017 t� the�elnt.:tape, .:',07;.-:::7:79-7-e- n laza notal 79.7 ae. Refer ta drawings 16:Z:ores andard plate posltlons. G BC LL 0.0 PSF CA-ENG BFR/RTT Alpin, a division of ITN a,l Itling colmpona.nts croup Inc. anal I not be respmslbl.nor any deviation'ram this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY installation a bracing or trusses. TOT.LD. 42.0 PSF SEQN- 117656 A vel en this ursw celestine or cover paps listing thls drawing, Indleatea acceptance eT professional engineering �I- SLY 14,2a4 el Le regroneibiilq solely Ter the gigolormun. The suitability ala mss of thl•drawing for any structure Is the Y a OUR.FAC. 1 .15 FROM BB r.npon.lbi I lq of the Building Weidner par ANSI/71,1 1 Sao.2. 8351 RovmiaCvck S Sacramento.CA 95828 For more Information see this,lobs general notes page and these web sites: $e.�.Tar a ALPINE:www.alpinelb.cdm; TPI: www.tpinsC.org;MICA: www.sxindustry.com; ICC:www.lccsafe.arg Qe�W�nfaroIn+a SPACING 24.0" J REF- 1 W6N7 1 752 1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ3 ) Top chord 2x4 HF #2 120 mph wind, 18.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4 I R=53 U=4 V 1a 18-7-13 0-11I -5 0-5-12 (`� 4_ 18-0-0 V 2X4(A1) 1"1 t 1-5-12 Over 2 STrorts R=65 Design Crit: IRC2012/TPI-2007(STD) Eo PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.15if,AA(yft,„ S OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIem READ AND FOLLOW ALL NOTES ON Tins oOUNncl iJJ�� 825 N 4th Ave,Cornelius OR 97113 ^i Aa ca FURNISH MIS ggcafld TO An CONTRACTORS iNCUJOIn THE iNSTALLEN3. �U' TC LL 25.0 PSF REF R7175- 2176 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow r /� - DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Infbrmetlon,by 7P1 and WSCA) for safety practices prior !{ 'r/ to performing these functions. Installersshall provide tesporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached str u ctural sheathing end bottom chord shall have a properly attaches BC DL 7.0 PSF DRW CAUSR7175 17338118 rigid calling. Locations shown for permanent lateral restraint of webs shell have bred ag installed per BC sections B3. B7 or 1410, as applicable. Apply plates to each face of truss and position as shown above and on i 2/OS/20 i 7 Ail N^ I E heJoint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/NTT �=i I V Alpine.a division of 17«Building Components group inc. shall not be responsible for any deviation from this OREGON drawn any failure Saildtre she truss In conformance ce with ANSI TPI a for handling. shipping, TOT.LD. 42.0 PSF SEAN- 117657 AN RW COMPANY installation A bracing of trusses. ��ll� A vel on this drawing or cover page listing this drawing, indicates acceptance of prefe.iellai enginwring V( 0 'C mep 8351 Naugle Circ •le r eponsibl i ib of eh:for ie`inng nigher per AM I/ U I Ssuitability.gni "or anis erewlhg her ave structure a the 4S$@(�'Tah t0 DUN.FAC. 1.15 FROM BB Sacramento.CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z14 t ALPINE:www.al Pir,al a.com:TPI: w.w.tpl ante org; Wee,www.sbc lrWuatny.cm; ICC: ww.lcasefa.or9 Rn.m,.nml RMN'1fa1p THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115073--PARR FOREST GROVE -Riverside 2885 8 Roof Mas -- master master , OR - SJ4 ) Top chord 2x4 HF #2 120 mph wind, 19.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=100 U=13 4 1 1 I 419-3-13 1-7-3 V 0-5-10 'a 4_18-0-3 2X4(A1) =---- R=48 X4(A1) R=48 U=4 LE-1-5-12 >— 2-0-7---- I.e-3-4-11 Over 3 Supports- R=114 RL=22 0 PROP Design Crit: 1RC2012/TPI-2007(STD) ,59 Oct PLT TYP. Wave FT/RT=2% 0%)/4 0) 15.02. <i... ....6/171"�s�. OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •*WARNING'ee READ NO FORUM ALE NOTES ON ens mans' TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "II�RTANTt FURNISH TM's DIVING TO ALL COM/TORS INCLUDING THE INSTALLERS. Milk 9 REF R7175- 2177 Trusses require extreme a In fabricating, handling, shipping, installingand bracing. Refer to and follow411 __ the latest edition of SCSI(Building Component Safety Information, by TPI end CA) for safety practices prier /- DL 10.0 PSF DATE 12/04/17 o performing these functions. t Installers all provide temporary bracing per BCsi. Unless noted otherwise, AdilikaCop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of abs shall have bracing installed par SCSI DRW CAUSR7175 17338137 A��O`ll N E sections 83,ai or unless as applicable. Apply plates dr each fees of fortruss tantl rd plate as ation above end on 17)05/20 1 7 � J the Joint Datalla, unless rrotatl otherwise. Refer to drawings 160A-Z for a andard plata positions. BC LL 0.0 PSF CA-ENG BFR/RST Alpine, a division of ITN Building Components group Inc.shell not be responsible for a�deviation frac,this OREGON L drawing, any failure to build the truss In conformance with ANSI/SP1 1, or for handling, shipping, -- AN ITW COMPANY Installation&bracing or trusses. ' d /�= TOT.LD. 42.0 PSF SEQN— 117658 . A WI an this dresling or cover pegs listing tette drawing. India&W eaesptrlee of professional engineering ` LY 14,20 t0 _ reiper.IwepeenEl 1 igvr so eelimyter the y fel l la rg o i per ATha ait1 iSle�y.�'�of title erwing tar any structure la_ S$ ` DUR.FAC. 1.15 FROM BB 8351 Ravens CGcle eli Tar Sacramento,CA 95828 For more information see this job's general notes papa and these web sites, SPACING 24.0" )REF- 1W6H7175Z14 ALPINE:wa.alpinela.com;TPI: aww.tpinst.arg; WtCA: wa.shoindustry.com; ICC: aww.iccsafe.org Renewal 8/3IN2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - FT1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III 1 12.65 i 9-9-4 i All 0-0-4 _ 1a i 1 2X4(D8R) i 2X4 III l 9-3-0 Note: All Plates Are 1.5X4 Except As Shown. EO PROF Design Crit: IRC2012/TPI-2007(STD) t�4� �`S+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►!f_Tf deg F s'0 OR/-/1/-/-/R/- Scale =.292"/Ft. Truss Components of Oregon (503)357-2118 eONARNINGIam READ AIM FOLLOW ALL NOTES ON THIs.WIgI1GI (4% R,Q 'L TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 ae1WORTANTaa FURNISH THIS.WINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE REF R7175— 2178 Trusses require extreme care in fabricating, handling, shipping, Installng and bracin . refer to and follow DL 1 0.0 PSF DATE 12/05/17 the latest edition of SCSI (Bulldirg Component Safety Information,by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide teaparary bracing per 8CS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shorn for permanentlateral restraint of webs shall have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17339003 1.,4 L���NE the 83. 87 or 810, as applicable. ApPly plates to each race of truss and position as shown above and on 12/05/2017 e Joint Details. unless noted otherwise. Refer to drawings 160A-z for standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of 11W Building Cosponents Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, It AN ITW COMPANY installations bracing of trusses. "L da C TOT.LD. 42.0 PSF SEQN— 112753 . A a.I on this droving or eover paps listing this drools., Indicates acceptance or professional engineering G LY 14,26 t� - r�+ibbi l lttyy solely Bui I Building the g design Moen. �ANSI/TPI 1 Sosuitability.� �`or els droning for any structure Is the {r8 • r DUR.FAC. 1 .15 FROM BB 8351 Baucom Circle e�l Ta Sacramento.CA 95828 Far more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z14 r ALPINE:www.alpinoitw.coe; TP1: waw.tpinst.org;WECA:www.sbclndustry.com; ICC: www.iccsefe.org Renewal 8/30/2018 * - 119 Snare De Tails Hip Frame B W4X4, Min, .1. •=•• • A 24"� NIMIIIMMWANIIIMMIIII• Common Trusses 71 1 TyP W 1.5X3l: 11 s TyP —�\ II•M •rdillehillil El . ► MI � R l ellq Stepped Hip •�'1/1�.n.11111�� • System Trusses 2x4 Purlins 2x4 Chords 1i a �� i•4 I..11—S.4 i i INI :I� �� % -----141 H 7 1 Setback ' 6--1111111 -II !!Ihh1lhPitche.P and Sheathed ...............N. Chord Area ._ • 1�1 D 0 0 Cl' 9 0 CI ■ Hip Frame* B — Bottom Chord \, W3X4, Min a- Attach hip frame to flat chords of stepped hips i���iii at all overlapping points with 2-10d (0,148"x3") W3X4, Min. * Hip game R' common nails. Bottom chord of hip frame to be attached to di hip with 104 common (0148"x3") nails B 6" o,c, maximum spacing. Hip frame stops at plumb cut of iirtfl See „Ion_ D jacks to maintain pitch continuity. - D Hip frame lumber is SPF, So, Pine, HF, 1,I4 I ,..4Hip Frame or DFL Stoddard, Stud grade, or better. dill See Engineer's sealed design for setback, - Al lumber, plating, loading, and duration factor required. ll B' Hip frame chords may be trimmed up to 2” to fit, z purlins must be intact and properly attached, Setback _____ Stepped Hip System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame provided by truss manufacturer, ASCE 7 10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip Frame system where indicated, ASCE 7-03, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Struc e• . .els must be properly attached directly Residential, Wind IC DL=4.2 psf, Kzt=1.00 To R- .� fins, `yamfar,%Ne0 `S'�04 dil.eWARNINGIO• READ AND FOLLOW ALL NOTES ON THIS DRAWING! /4 0 • PE RFRAME wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •�� REF HIP rr� Trusses require extreme core 'n fabricating, handling, shipping,installing and bracing. Refer to and Follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety r - BATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. / Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord B^WG HIPFRAMEI014 .�-- 7 shall have o pr openly attachetl rigid ceiling. Locations shown For permanent latero) restraint pf webs 12/05/2017 /^//1II r� r I shall hove bracing installed per SCSI sections 93, B7 or BIO, as applicable. Apply plates to each Foot /2 in �`h� I i of truss and position as Shan above and on the Joint Details, unless npted otherwise. OREGON / J 1- Refer to drawings 160A-Z for standard plate positions. / 5/17 Vb 1 Alpine, a division of ITA Building Components Group Inc. shall not be responsible For deviation from AN ITVJ COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or For handling, shipping. G (y 14,20 e installation 4 bracing of trussew 0.9 (� ` A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional Sell Tan o ineering responsibility solelyfor the design shown. The suitability and a of this drawing e 13389 Lakefront Drive any structure Is the responsibility of the Building Designer- per ANSI/TPI I Sec.2. Renewal 6130/20/8Earth City,MO 63045 for more Information see this Job's general notes pogeand these web sites: ALPINEi www.apineitw.com; TPI www.tpinst.org; SSCA. www.sbrinclustry,orgi ICC. •ww,Iccsofe.org x - ip - cane DE , QI , S Hi Frame i B P v74X4, Min. _ • 24w--------- U U Common III MEN •11/ MI Trusses /5 TyP , ■ 11 \A/1.5 X3 ill I �`.Typ, - Min. , ���.U , • 11 �1,- • Stepped Hip Y/ I_A+1U�U=iU�U S.. • System Trusses 2x4 Purlins M�illilir r`i D .lgil ellAl _■ 2x4 Chords .1 11 Iiiiiiiiiiiiirimihito,p1t#1: \ealbileliellhEAUMMIIII 1 Setback I __ P � ca and Sheathed �MI�MMEMENIII�EN\�=10 Chord Area O11116hC Hip Frame B -mu Bottom Chord -\\, W3X4, Min. o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3") W3X4, Min. Hip Frame, 'R' common nails. Bottom chord of hip Frame to be attached to #1 hip with l0d common (0.148"x3°) ioliellinails B 6° ac. maximum spacing. Hip frame stops o t plumb cut of _ Hip Frame jacks to maintain pitch continuity. S e c , Ion B - B A, Hip frame lumber is SPF, So, Pine, HF, Ifiroaginaiiii or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip Frame chords may he trimmed up to 2° to Fit. PI - - - purlins must be intact and properly attached, Setback —H Steepearup es Use this detail for: ASCE 7 10, 140 mph, 37' Mean Hqt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame i s designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated. ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Struct - •e nets must be properly attached directly Residential, Wind TC DT=4.2 psf, Kzt=1..00 ToEQ'fZhi®p Ss tins. ..WARNINGI.w READ AND FOLLOW ALL NOTES ON THIS DRAWINGI I2EF HIP FRAME ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r�Trusses require extrere core in fabricating, handling, shipping,ins tolling and bracing. Refer to ontl alrAMil LATE 10/01/14 follow the latest edition of RCSI Building Component Sof ety Information, by TPI and SBCA) for safety practices prior to per farming these functions. installers shall provide temporary bracing per BCSI. , Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom char. �- ^a ., shall have a properly attocned rigid ceiling. Locations shown for permanent lateral restraint of webst' DRWG HIPFRAME1014 7.,-.2"- shall have bracing installed per BM sections 33, B7 or BIO, as applicable. Apply plates to each face 12/05/2017 `J 0 1 I of truss and position as shown above and on the Joint Details, unless noted otherwise. , L J Aeier to drawings 160A-Z For standard plate positions. I��RE(�QN AN ITW COMPANY' Alpine, o division of ITW Bcilding Components Group Inc. shall not be responsible For any deviation from I e•�n7 C this dr owing, any failure to build the truss in roof ormance with ANSI/TPI I, or for handling, shipping, w installation 6 bracing of trusse ` LY 14,2044 • A seal on this drawing or cover page listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The sultobility and use of this drawing sep Tar 13389 Lakefront Drive for any structure is the responsibRity of the Building Designer per ANSI/7PI I Sec.2. s Earth City,MO 63045 For more Information see this Job's genera notes page and these web sites: ALPINE'. www.alpineltw.coml TPlewww. tpinst.org; SBCA www.sbrindustry.orgl ICCs wwwiccsafe.org Renewal 8/30/2018 Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, CO' Mean Height, Enclosed, Exposure C, Kzt = COO Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or; 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Gable2x4 Brace (1) 1x4 "L' Brace x <1) 2x4 'L' Brace * (2) 2x4 'V Brace ** (1) 2x6 "L' Brace * (2) 2x6 'L' Brace *x Bracing Group Species and Grades: GVertical " No r' Spacing Species Grade'\,,. Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, \ Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 1.0" 8' 1' 9' 3' 9' 7" 11' 0' i 11' 5' 14' 0" 14' 0' 14' 0' 14' 0' 41 / #2 Standard #2 Stud 1 #3 4' 4` 7' 2' 7' 8' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard c p i Stud 4' 4' 7' 2' 7' 7' 9' I` 9' S' 10' 10' I.' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10" 13' 9' 14' 0" 14' 0' Douglas Fir-Larch Southern Pine*** CD ' ( #1 4' 10" 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0° 14' 0' #3 #3 5 5 #2 4' 7' ( 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0" Stud stud '1- Standard Standard #3 _4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' c'u Dr L Stud 4' 6' 6' 6' 6' 11° 8' 7` 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0° Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0° Group R Lu _ #1 / #2 5' 3' 8' 11' 9' 3" 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir - 9- F' #3 5' 0' 8' 10' 9' 3' _ 10' 5' 10' 10• 12' 5' 12' 11" 14' 0' 14' 0' 14' 0' 14' 0' #1 9 Ste U Lai� Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' S" 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 a) 0 i Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0" 14' 0' Dou+fns Fir-Larch Southern Pine*** #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' IMINEMINIE #1 S 5 #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0° 14' 0" 11110000111111111 #2 #3 5' 1" 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0` 14' 0" 14' 0' 14' 0" DP Sx4 Braces shall be SRB (Stress-Rated Board), Stud S' 0" 7' 11' 8' S" 10' 6' 10' 11" 12' 6' 13' 0" 14' 0' 14' 0' 14' 0' 14' 0' w*For 1x4 So, Pine use only Industrial 55 or _ Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5° 12' 11' 14' 0° 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 1 Si #1 / #2 5' 9' 9' 10° 10' 2' 11' 7' 12' 1" 12' 7' 14' 0" 14' 0- 14' 0' 14' 0' 14' 0' values may be used with these grades. P i p #3 5' 6' , 9' 8' 10' 1' 11' 6' 11' 1I' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, L.D i l✓ —F E Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' wind Load deflection criterion is L/240. C Standard 5' 6' 8' 8" 9' 3" 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Provide uplift connections For 70 ptf over #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' ontinuous bearing (5 Xpsf TO Dead Load). C #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1" 13' 10' 14' 0' 14' 0' 14' 0' 14' 0` 14' 0' aGable end supports load from 4' 0' outlookers !t~ #3 5' 8' 9' 2' 9' 9' II' 6' 12' 0' 13' 9' 14' 0'0` 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. Stud Standard 5' 6' 8' 1' 8' 7 " 10' 9° 11' 6' 13' 8' 14' 0° 14' 0° 14' 0" 14' 0' 14' 0' About Symm Attach 'L' braces with 10d <012#'v3,0' min) nails. Gable Truss ��e y� j� 1y i' 48 # For (1) 'L' brace: space nails at 2' c.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, �� **For (2) 'L' braces space Waits at 3' o.c. T in 18' end zones and 6' o.c, between zones. vertical length may be R + doubled when diagonal 18' `L' bracing must be a minimum of 807, of web brace Is used. Connect I 0444. a member length. diagonal brace for 385# •L• II at each end. Max web 1, I BraceGable Vertical Plate Sizes total length is 14'. X* i �r Vertical Len•th No S•lice 2x4 Dr--2 #2 or j Less than 4' 0' 1X4 or 203 better diagonal — I Greater than 4' 0', but Vertical length shown brace; single less than 11' 6' 2X4 EI 11 in table above, or double cut 18' * 0 Q Greater than il' 6' 3X f 45 (as shown) at L- Lito Refer to common truss design for upper end. O a , a peak, splice, and heel plates. ontinuous Bearing R p-0. /n /' Refer to the Building Designer for conditions Connect diagonal at ,p 9 g midpoint of vertical web, Refer to chart above for ro+ '�Q. TO' +th not addressed by this detail. ”WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �• ,AGINt . w REQ ASCE7 10 GAB12030 w*IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 2�PE l�+ Trusses require extreme core in fabricating,handling, shipping,Installing and bracing. Refer to and /�.� / T� follow the latest edition of BCSI (Building Component Safety Information,by CPI and SBCA>for safety *L ...or,- ,,,,,,.,‘ w� DATE 10/01/14 '�� practices prior to performing these functions. Installers shall provide temporarybracing\ g per BCS. /' ‘Ti Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord '------ shall have a property attached rigid Ceiling. Locations shown for permanent lateral restraint of webs DRWG A12030ENC101014 - r - - i 1 shalt have bracing Installed per BCSI sections B3, B7 or BIO,as applicable. Apply plates to each face of 'truss and position as shown above and on the Joint Details,unless noted otherwise. L �— "Cu\ I Refertodrawings I60A-0 for standard plate positions. 12/05/2017(�px�//0�//7� AN Tw COMPlaNY Alpine, a division of ITid Building Components Group Inc. shall not be responsible for any deviation from 2/}eY y1r VN this drawing,any failure to build the truss In conformance with ANSI/TPI I, or for handling, shipping, 1111.�77���l G MAX, TOT, CD, 60 PSC Installation 4 bracing of trusses. �p A Ni engineeringeal on this drawing a cover page listing this drawing,Indicates acceptance of professional (e �Ly 14>`s�V- • engeering responsibility solely for the design hown. The sultobllity a d of this drawing ���Tart Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.?. 8 Earth City,MO 63045 forre information e this job's general notes page and these web sites: ALPINE: www�alpineitw.comi TPS see SBCA:rwwsbcindustry.orgl ICC: wwwiccsnfe.org MAX, SPACING 24.0' Remurst Rf:lf1l4411R Daae DeL For Let-in Verticals Gable Truss Plate Sizes Asiigitd + Refer to appropriate Alpine gable detail for I minimum plate sizes for vertical studs. it E)Refer to Engineered truss design for peak, \ \ , I / i ,,,,s. .-f-- I i 's. \\ -:- ,---;-, ill splice, web, and heel plates, / \ \ ®If gable vertical plates overlap, use a / , \ single plate that covers the total area of Gable ,\Vertical ' lifrilliIllirl%pdH 40 z al ' \Length : the overlapped plates to span the web. Example: 2X4 p oil P ...-- PP 1 \ ,i II 2X4 d 2X8 y 'Y' Reinforcement Attachment Detail 1 'TReinforcing 'TO Reinforcing CI 5 Member Member I I 1 \ I wir IToe-nail O - r End-nal- i . .. • • 1.11.1iii........ - ,....., , (2) all To convert from "L" to 'T° reinforcing members, multiply 0T° increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'I' reinforced gable vertical lad Common (0.1480x 3.Triin) Nails at 4' o.c. plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails, specie, and grade of the 'L' reinforcing member. 4 Nails plus 10d Common (0.148"x3',min) Toenails at 4" o.c. , i Web Length Increase w/ °T° Brace J % (4) toenails in the top and bottom chords. 'T' Reinf.I I I I This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 % Member 1 1 ASCE 7-05 Gable Detail Drawings Example, 2x6 20 5 I A13015051014, A12015051014, 011015051014, 010015051014, 014015051014, ASCE 7-10 Wind Speed = 120 mph I Gable Ni 013030051014, 012030051014, A11030051014, 010030051014, 014030051014 Mean Roof Height = 30 ft Kzt = 1.00 . ls Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24o.c. SP #3 A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T` Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 305 = 1.30 A11530ENC101014, A12030ENC101014, 414030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. I i 4 Nails 0 r A 1.="111 103.7441.I Ceiling Op PRO, , 4: 4iStt, • %--- ..../4.,, ANWARNING!”READ AND Fanny ALL NOTES ON THIS DRAWING! 4 iiii ‘.11.1 REF LET-IN VERT AAIMPORTANTAA FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ....IL/ 83294PE 7 -Trusses require extreme core in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TN and SPCA.) for safety DATE 10/01/14 „ practices prior to performing these functions. Installers shalt provide temporary bracing per BCSI. „ Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom<nor. DRWG GBLLETIN1014 _.------ -----:-,, 7,., shall hove a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 12/05/2017 .z. 1-1 li , -- r . I sohfialmlrhoaor,,,larro jacpi=nos,tooToledshpo:rr, shove eseLrnos,, ,13,3,,07 or 133e10t,c,:at: aupzilc:b,,,le;oAdppolty,„prlawitsees to each face I) l':',„\ i I 7 L i---ili T , Pere.- to drawings 160A-Z for standard plate positions, '''\U ' .... /6.0f.poN Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from C AN ITS,COMPANY th, drawing, any failuhe to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, le .14.Y14128° A MAX. TOT LD. 60 PSE installation 8 bracing of trusse N A seal on this drawing or cover page listing this drawing,indicates acceptance of professional *Sell Tao* engineering responsibility solely for the design shown. The suitability and use of this drawing " DUR. PAC, ANY for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2, 13389 Lakefront Drive e Earth City,MO 63045 For more Information see this Job's general notes page and these web sites,ALPINEwww,alpiorRenewal 8/3012018 MAX. SPACING 24.0" . neitw,cn TPP wwwitptiorgSOCA ins ; , www.sbcInclustry.orw ICC' www,lccsafe.org ASCE 7 10 120 mpH, 30' Mean HelgHt, Closed , Exposure C Common Rec ldentiaL CiabLe End Wind Bracing Requireiments - Stif f:eners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less thon 4'6' - no stud bracing required 100 mph, 300t Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft Mean. Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord 'bracing requirements refer to DRWG A12030ENC1O1014). Top: Cortinuous roof sheathing Bat: Continuous ceiling diaphragm H Greater than 7'6" to 12'0' maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' csee detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. ❑phonal 2x L-reinforcement attached Nails: 106 box or gun 0,128'x3",min) nails. to stiffback with lOd box or gun (0.128° x 3", sin.) nails 2 6" c.c. , ir 1 , , '%,. . , _ • 2X4 Blocking Ttti/ nailed to 45° sheathing and p) 2X4 DE-L 42 - ii H/P or better �� diagonal brace, i- Attach each end X i F, for 5604, I — _ j I ik_ d - J — —~� - / / / /ontinuous Bearing/ / /- / /, / / 2xE #2 Stif f back attached to each �tc .OPROF�SS' Stud w/ (4) 104 box or gun (0.123" X 3', sin.) nails. Oy ��G'N��� �O •• wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE Z wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �y PEF GE WHALER require ewtrene core n fabricating,handling. shipping,installing and bracing. Refer to and .+• l • failo'ws Trusses latest edition oh SCSI (Building Component safety Information, by TPI and sscA' for safety �^ DATE 10/01/14 • practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless cnoted otherwise, top chord shall have properly attached structural sheathing and bo titan chord DRWG GABRST1O1014 _" shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs 12/05/2017 /� shall have bracing installed per SCSI sections B3, BT or 510, as applicable. Apply plates to each Face //� o of truss and position as shown above and on the Jont Details, unless noted otherwise. L5/17OREGON L --,� L 'i Refer to dro wings 160A-Z for standard plate position's. 4 Alpine, o division of ITv Building Components Group Inc. thou not be responsible for any deviation from 11 AN ITWCOMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, G -410'14,20 0 MAX. TOT. LD, 60 PSE installation 6 bracing of trusse A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional s$@11 Tar e y engineering responsibility solelyfor the design shown, The suitability and use of this drowing 13389 Lakefront Drive For any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2, c Earth City,MO 63045 For e ore Information s e this job's general notes page and these web sites' Renewal 8130/2018 MAX. SPACING ALPINE' www.olpineitw.coni TP1' www.tpinst.arg; SBCAwww,sbcindustry.orgl ICC www.iccsoFe.org Gable Stud Reinrorcemert Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 244 \ace (1> 1x4 'L' Brace w (1) 2x4 'L' Brace at (2) 2x4 'L' Brace *w (1) 2.6 'L' Brace w (2) 2x6 'L' Brace ww Bracing Group Species and Grades, i Gable Vertical No i Braces (- !Spacing Species Grade\ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A. #1 #/3#2 4' LO' 8' 2" 8' 6' 9' 8' 0' 1" 11' 6' 12' 0' 4' 0' 4' O' 4' 0' 14' 0" Spruce-Pine-Fir Hen-Fir 41 / 42 ,Standard 03 Stud 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 1.4' 0' �T11 Uk3 Stud n3 Standard �� Stud 4' 7' 7' 8' 8' 2' 9' 7° 9' 11' 11' 5' 11' 10" L4' 0' 14' 0' 14' 0' 14' 0' V Standard _ 4' 7' 6' 7° 7' 0' 8' 10' 9' 5' 11' 5' ll' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine••• Q: #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d3 43 SP " Stud Stud J #2 4' 10' 8' 2' 8' 6' 9' 8' 10' I' II' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard _ #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' ll' 5' 11' 1L' 14' 0' 14' 0' 14' 0' 14' 0' (1J -D L �St ud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' o U Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B _ r #1 / 42 5' 6' 9' S' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' D' 14' 0' 14' 0' 14' 0' Hen-Fir SPF #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 41 R. Btr U Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 41 Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0` 14' 0' t r a, c Douwlas Fir-Larch Southern Pine*** #1 5' 9' 9' 6' 9' 10' Il' 3' LL' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® 41 SP #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 42 #2 000r qD _ #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8` 14' 0' 14' 0' 14' 0' 14' 0' lxa Braces shoo be SRS (Stress-Rated Board). QJ ( DFL L Stud 5' S' 8' 6' 9' 1' II' C" 11' S' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' L4' D' •*For Ix4 So. Pine use only Industrial 55 or Standard 5' 3' I 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rotes Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' B' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. C: _ S P r #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes r l_i Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. H Standard 5' 9' 9' 4' T 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' �; Provide uplift connections for 35 OF over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous hearing (5 psF TC Dead Load). j S __ _ #2 6' 1' 10' 4' 10' 8' 12' 2' _ 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, II Stud 5' ll` 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' DFL Standard5' 9' f , 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Synn ��^^ Attach 'L' braces with lOd (0,128'x3.0' min) nails, Aboutj� Gable Truss 1 I) i Q 'IE For III 'L' brace: space nails at 2' agog Oil in 18' end zones and 4' o.c. between zones. Diagonal brace option: _� AE3kFor (2) 'L' braces: space nails at 3' ac. vertical length nay b=_ % III © in 18' end zones and 6' agog between zones. doubled when diagonal LB` w ; 'L" bracing must be a minimum of 807, of'' web brace Is used. Connect member length. diagonal brace for 3354 •L• L — i at each end, Max web i , Gable Vertical Plate Sizes Brace total length is 14'. , L---------_______ )1()K r Vertical Length No Splice 2x4 DF-L 42 or Less than 4' 0' 1X4 or 253 better diagonal -- Greater than 4' 0', but 204 Vertical length shown brace) single less than 1]' 6' In table pbeve. or double cut 181• ', Greater than ll' 6' 3X �45' Cas shown) at n� L_ fT� n� �f1 © . Refer to cannon truss design For _Li ) upper end. ti LS 0 U u Q u �III e 0' peak, splice, and heel plates. / j / / continuous Bearing,,,":05 P'0-4. / / Refer to the Building Designer for conditions Connect diagonal at not addressed by this aetail. midpoint of vertical web. LI--1.. (j'Refer to chart above for r4•i'(��!....iii$r :...,A,Fa, **WARNING!**READ AHD FOLLOW ALL NOTES ON THIS DRAWING! �� ••IMPORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`EP ASGE7-10-GAB1B01S Trusses require estrenw core In fabricating,handling shipping,instatling and bracing. Re Fer to and / '� DATE I0�0I/1 follow the latest edition ae KV (Building Component Safety Information,by TPI and SBCA) for safety `F G practices prior to performing these Functions. Installers shall provide temporary bracing per BM. Unless noted otherwise, tap chard shall have properly attached structural sheathing and bottom chord DR ID A12015 ENC10101 rt shall hove a properly attached rigid telling. Loco tions shown For permanent lateral restraint of webs DRWG V I'11C 1JL 1.1 1 1'Y 'r pas shall have hr-edn installed r BCS! sections 83, B7 or BIO, os p Ilcabl e. A l fates to 0000 face /� Ii�JJ-`\\ of ss and position os shaven above and on the Joint Details,unless noted otherwise. 12/05/2017 L� �_ I Refer oto drawings 1600-Z for standard plate positions. ON A^I FEW COMPANY Alpine.a division of ITW Building Components Group Inc. shall Oct be responsible For any deviation from r i this drawing, any failure to build the truss in conformance with ANSI/TPI I,or For handling, shipping, 13 / 1Y14r 2G e MAX, TOT. D. 60 PSP installation I. bracing of trusses, /17 ('P V A seal on-this drawing or cover page listing this drawing,Indicates acceptance of professional •t — engineering responsibility solely for the design shown. The suitability end of this drawing V for any structure is the responsibility of the Building Designer per ANSI/TPI 1 sew.z, 8e11 Tar 13369 ity,M 63t 0 e 5 nor e informations this obis general nates page and these web sites MAX. SPACING 24,0„ Earth City,MO 63045 ALPINE: www more tw.con; TPI, t l g .o pine! ve,pins t.org, SBCA: •.w.sbcindustry.or g, ICC: www.lccsafe.org Renewal&002018