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MI MI I . : -0 1 -< 05 CO M M 1 M B'; r- — + 1 II 7 FIIW ire • /— ,y ......-- s. , ---.1 Customer: PARR LUMBER-HILLSBORO 1-- 0 0L I- o Deso. : Bigqi lot 1 OW Avery C o o , m ADDRESS: VERIFY Ilinum......mmam.- m m N IMEMPlitig o z Desi9ned by: BILLY BREESE .-......... ....,...... i- z N 0 tea. :Tar...n.•.,....177.4.7.7.... 0 Ul •• •• Alpine, an ITW Company ' '= 1 )1'' 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 "' Page 1 of 1 Document ID:1 VXG7175Z0116083851 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR Model Code: I RC Truss Criteria: 1 RC2012/TP I-2007(STD) ¢gP PROp . Engineering software: Alpine proprietary truss analysis software. Version 16.01. � 4. Truss Design Loads: Roof - 42 PSF 0 1.15 Duration0�5 aG I N FFA O� Floor - N/A 19575 Wind - 120 NPH (ASCE 7-10-Closed) Notes: 01/ 6/2017 1. Deternination as to the suitabilityof these truss OREGON conponents for the 9v structure is the responsibility of the building designer/engineer of Q men 20'1g90 � ( record, as defined in ANSI/TPI 1. OLD W.N' 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 drag Heal Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Subnitted by GBH 08:33:02 01-16-2017 Reviewer: GBH as # Ref Description Drawing# Date 1 25833--AGE 17016001 01/16/17 2 25834--A 17016002 01/16/17 3 25835--A1 17016003 01/16/17 4 25836--B 17016004 01/16/17 5 25837--81 17016005 01/16/17 6 25838--B1 17016006 01/16/17 7 25839--B2 17016007 01/16/17 8 25840--DGE 17016008 01/16/17 9 25841--D 17016009 01/16/17 10 25842--D1 17016010 01/16/17 11 25843--DG 17016011 01/16/17 12 25844--CGE 17016019 01/16/17 13 25845--EGE 17016020 01/16/17 14 25846--E 17016012 01/16/17 15 25847--EG 17016013 01/16/17 16 25848--FGE 17016014 01/16/17 17 25849--F 17016015 01/16/17 18 25850--GGE 17016016 01/16/17 19 25851--G 17016017 01/16/17 20 25852--I 17016018 01/16/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggs lot 1 OW Avery C -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x3 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. :M9, M10, M11, M12, M13, M14, M15, M16, M17 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Provide lateral wind bracin er ITWBCG wind bracingdetails or er requirements. record. 2X3 studs require reinforcement at 70% of te length tabulatedginfore2X4f Deflection meets L/360 live and L/240 total load. studs of the same grade. Creep increase factor for dead load is 1.50. (a) Continuous lateral restraint equally spaced on member. Truss designed to support 1-0-0 top chord outlookers and cladding Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load not to exceed 3 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep x 3.5" wide a 48" oc along top per IRC-12 section 301.5. edge, only in the area above let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. ki 0-4-7 5X5= 5X52 12-4-7 • 181111111111111115151111 g'�'I ` 0-4-7 T % al ,..` -K.ssi4 18-0-0 1 3X5(61)= 5X5= 3X5(B1) 1-6-0 I_ 18-0-0 ,j_ 18-0-0 J E36-0-0 Over Continuous Support R=126 PLF U=4 PLF W=36-0-0 f RL=7/-7 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.., :'� R Truss ComponentsofOregon 503357-2118 F`r0 OR/-/1/-/-/R/- Scale =.1875"/Ft, _ ( ) ”WARNING!••READ AND FOLLOW ALL ROTES ON THIS DRAWING! 1 825 N 401 Ave,Cornelius OR 97113 '•II/'ORrANr• FURNisiTHIS DRAWING ToALL CONTRACTORSINcumINGTHE INSTALLER. C9 t��' �F� U2 TC LL 25.0 PSF REF R7175— 25833 _ Trusses require extreme care In fabricating, handling. shipping. Installing and bracing. Refer to and follow 19575 '9 the latest edition of SCSI (Building Component Safety Information, by TPI antl WTCA) for safety practices prior TC DL 1 0.0 PSF DATE o performing these hav,properly. !ached ers structural provide sheathingmand bo bracing per BC51. Unless pnotedroperly attached ;, 01/16/17 /14164 top chord shell have properly attached atr to ran shae[M1ing and bottom chord shall haus a properly attached rigid ceiling. Locations otnon for permanent lateral retrain of webs shall have Bracing installed per BCsi �.-'r BC DL 7.0 PSF ,4 is �� sections Ba, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 17016001 II � the Jrl rc Dotally, pnleay 73.7.7,---"... a d he wlye. Refer r drawl gy,Boa_z frr'yta lard plata poyitirny. 01 1 6/20 7 AI Imo, e divlyirr pf ITY Bplltling Crapooeny Drrpp In. shall not can nylbie far any deviatirn from th=e OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build The truss in conformance with ANSI/7P! 1, or for handling, shipping, AN ITW COMPANY Instal lotion&bracing of trusses. A...I n this wl:iyprorr w°'0'1 I I"I"°this dr..in°• I"°".e."°„pt.no.of Ff.r...le.t.nglh»fleg 9jQ von•2o,19s N�Q� TOT.LD. 42.0 PSF SEAN— 16365 REV wl.hewn, The eult.bility and u..of till.drawlap for say.truteur.Is tlw O _ 8351 Rovana Circle responsibility of the Building Designer per ANSI/TRI 1 S.e.2. li p W. OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: wwn.alpineltw.com:TPI: www.tpiest.org;WTCA:sww.sbcindustry.com: ICC: ewee.Iccsafe.org Renew,oi3e2017 SPACING 24.0" J RE F- 1 VXG7 1 75Z01 (0117075—PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4. 2 psf. Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (a) Continuous lateral restraint equally spaced on member. 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= T 8 F- 3X53X5 11111 , 3X5�� 3X5(R) III 1.5X4 12-4-7 T I;, -1 8 4-6-10 W1 Allibl6k,' 1 = _ 0-4-7 1.5X4111 3X5= 5X7 3X5= ` T 16 0 0 4X5(A2) 1-6-0 5-10-6 5-10-6 2.025-10-6 J_ 5-10-6 ,I_ 6-3-4 �2-11-3 1 8-9-9 8-9-9 -1 - L 11-8-12 9 2-7 18-0-o J F 29-8-12 Over 2 Supports R=1299 U=86 R=1437 U=87 W=5.5" RL=177/-201 Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 ..0 :'� FFS Truss Components of Oregon 503357-2118 S OR/-/1/-/-/R/- Scale =.1875"/Ft. _ ) ...WARM •READ AND FOI.LOR Au tares ON fills DRAWING, v) .AG o 825 N 4011 Ave,Cornelius O 97113 'ellrlonlo FURNISH THIS DRAWING TO Au CONTRACTORS INCLUDING THE INSULLER5S. 0 ,Q 9 TC LL 25.0 PSF REF R7175- 25834 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior • r TC DL 10.0 PSF DATE r to performing these functions. Installers shall provides temporary bracing per SCSI. Unless noted otherwise, I I 01/16/17 ir iailhik Top chord shall 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 BCS, /�''., BC DL 7.0 PSF A�u 11 N I� sections Bae G]or unless as applicable. Apply plates to each face of trussand position as shown above and on DRW CAUSR7175 17016002 tie Joint Details, unless noted oigerwlse. Refer to drawings 181M_ 01 16/10 7 Z for lard pixie positions. 1 1 V L BC LL Alpine, a division of ITw Building Components Group Inc shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG GWH/GWH ❑rewirg, any failure Co builtl tM1e truss in conformance with ANSI/TPI 1,or for handling, AN ITWI:OMp4NY Installation 8 bracing.1 trusses. ng, shipping, . A wool on this drawing or sever p.g.Meths this drueing, indicates eeuep canoe of professional 94'4n.20,10° �Q�" TOT.LD. 42.0 PSF SEQN- 89611 responsibility amiably r tie design.hewn. The wltability end use of this drawl for. engineering 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. drawing ro �'the �L CUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information seethis Job's general notes page and these web sites: m ALPINE: www.alpineltw.com: TPI;www.tpinst.org; WTCA: www.sbclndustry.com; ICC: wwe.Iccsafe.org Renews 613m2017 SPACING 24.0" J REF- 1 VXG7 1 75Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 23.76 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. 5X5= I' T 3X5�i 3X5 3X5�i 3X5 1.5X4/% 1.5X4 ./ ILL Ailli00411141 .0..... 12-4-7 8r " —18 0-4-7 / ..iIIIIIIIIIIIIIIIIdk 0-4-7 T /' 3X5= 6X8= 3X5= \ T 16-0 0� 5X5(A2)= 5X5(A2)_ 1-10-0 1-6-0 Fc � 6-3- 9-2-7 5-10-6 _ 8-9_59-10-6_ j` 5-10-6 -i 5-10-6 8-9-9 9-2-76-3-4 II'-- 18-0-0 18-0-0 J I 36-0-0 Over 2 Supports R=1730 U=68 W=5.5" R=1702 U=65 W=5.5" RL=251/-253 Design Crit: IRC2012/TPI-2007(STD) .e0 PROp PLT TYP. ITWBCG Wave FT/RT=2% 0% /4 0 16.01 ." . FS ( ) ( ) "10..... OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 TF. F NG RNl•H HIS Aga Foca ALL NOTES ON THIS UDIMARINO! COfit;l t-0 825 N MI Ave,Cornelius OR 97113 ""ga'T'"'r' ms's~THIS 01W116 TO ALL� a+s!FEUDING nE INSTALLERS. y TC LL 25.0 PSF REF R7175- 25835 Trusses require extreme ore In fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9675 the latest edition of SCSI (Buildi g Component safety Information, by TPI anRTCA) for safety practices prior fit' TC DL 10.0 PSF DATE 01/16/17 o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, I top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid con lugs '..7=7":.'.',77,=,:7"=7; lateral :astral nc or webs shah have bred:! instal lea par BCs1 /- "moi " BC DL 7.0 PSF DRW CAUSR7175 17016003 �ectlons 83. B] plates to each Paca o!t ntl position as s,cwn above arM o he JcI,K patalla, unlessnotedatherwlse. Refer to drawl BC LL 0.0 PSF CA-ENG GWH/GWH Ail I O���I� ngs lsoo-z r>rstnaard plata positions. n Ol 16/20 7 1 AIPino, a aivialon or Inv Bw laing components Group Ino. anon the respons mit for any deviauom r:om 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. �� e0 TOT.LD. 42.0 0 PSF SEQN-A...I on this dr.wing.r cover pegs listing this dr«Ino, Indicat......pt.n..of professional engineering '9 n.20,19 QN— 8961 2 r..pwnoibIIity ofltly for the design Designer NSI TPIt1 ilitySss.2 w se of thin drawing for.y structure Is the RQt D w N� DUR.FAC. 1.15 FROM BB 8351 Rovana Circle reepon.'bl Ilq of ta»Building sign Sr p.r ANSI/TPI Sul t Sec.z, Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: JREF- 1 VXG7175Z01 ALPINE:aww.alpineltw.com: TPI: www.tpinst.org;.'ICA: www,sbclnduscry.com; ICC: www.iocsafe.org Renews el3QI2O17 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 120 mph h wind, 23.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 HF #2 roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC D =4.2 psf. Webs 2x4 HF #2 :W1, W5, W8, W9, W10 2x4 HF Std/Stud: Wind Ioads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.15" due to dead (a) Continuous lateral restraint equally spaced on member. load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load app lietl Laterally brace bottom chord above filler with purl ins at 24" OC. per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead JT PLATE LATERAL CHORD load is 1.50. No SIZE SHIFT BITE [28] W3X5 S 1.25 6X8= 1.5X4 III 3X5i 3X501 3X5 3X5 1.5X4$ 12-4-7 B r -1 83X5[28] 5X5(A2)= W• 0-4-7 0-10-0 W10 3X10 1i�igga��� ,i►� 0-4-7 . . IN mon lawJr 3X5= ^ �: 1s-°-°= / 3X5= 6X8= 6X8= 4.69 T 2X4 III SS0514 1-10-0 1 .5X4 III �—�- 1-6-0 6-3-4 5-10-6 5-10-6 5-3-12 5-2-4 5-2-4 -3-1 9-2-7 8-9-9 5-5-8 5-0-8 5-0-8 -5-8 18-0-018-0-0 23-5-8 'I— 10-1-0 ~12-5-81 I36-0-0 Over 2 Supportsal R=1722 U=67 W=5.5" R=1710 U=64 W=5.5" RL=251/-253 Design Crit: IRC2012/TPI-2007(STD) CEO PROP . PLT TYP. 18 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 .10 II G ,f S' OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-5118 "' +l " AND lREAD AFoua ALL NOTES ON THISDRAWING! (9 F41 4 TC LL 25.0 PSF 825N4ihAve,Cornelius OR97113 ••I TANr•• FURNISH THIS DRAMIrgTOALL CONT crRasINCLUDINGTHEINSTALLERS. 19576 y REF R7175- 25836 Trusses require extreme a re ;n fabricating, handling, snipping, Installing and bracing. Refer to a.follow the latest edition of BBSI(Buildlig Component Safety Information, by TPI and RICA) for safety practices prior ,41TC DL 10.0 PSF DATE 01/16/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, _ cop chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached , rigid telling. Locations shown far permanent lateral restraint of webs anal) have bracing installe40110'ed per acsl BC DL 7.0 PSF DRW CAUSR7175 17016004 A�F�N I E sections BS, BT or 010, as applicable. Apply plates to each face of trussand position as shown ion above and on 01 16/2017 the Jain Details, unless nates otherwise.Compo Refer to drawings 160A-Z a forstandardplate poa;tliati OREGON BC LL 0.0 PSF Alpine, a division of ITN Building Components grasp Inc. ,Hall not be responsible far any deviation from this CA-ENG GWH/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN rrwcoMiwnrr instal lagan A bracing of trusses. 9 "en,20,1946 TOT.LD. 42.0 PSF SEQN— 89613 A seal on this drawing Sr clever pegs listing this droving, Indicates sbbpts,m.of professional engineering responsibility Bialy for the design shorn. The suitability and use of this drawing for wry structure in the "-COL.D w.N� DUR.FAC. 1 15 FROM BB 8351 Rovana Circle reeparrleiIiq or err Building Designer per ANSI/TPI a Ses.z. Sacramento,CA 95828 For more information see this Jab's general notes page and these web sites: SPACING 24.0" ALPINE: wew.elpineltw.com: TPI: www.tplt.org:gTCA: www.sbcindustry.con; ICC: www.iccsafe.org Renews W30/2017J REF- 1 VXG7 1 7520 1 nc THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - 81) Top chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF #2 :W4, W7, W8, W9 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [22] W4X5 1.18 R 1.50 6X8(R) Ill 1 .5X4 III a r- 3X5% 3X5�� , 3X5 12-4-7 —i 8 7-6-10 3X5 4X5[22] 0-10-0W8 • .11 .11111111 141:1 , 1 ` — 3X5= �__ 18-0-0 1.5X4111 3X7= 6X8= T T 2X4 III 4-5X4 III 1-6-0 ---__- 7-2-12 5-3-125-2-4 ,..c5-2-4 -3-1� 7-2-12 5-5-8 5-0-8 5-0-8 -5-8 I" 7-2-1218-0-0 12-8-4 —1` 10-1-0 —1`2_5_6'1 E 25-2-12 Over 2 Supports >� R=1091 U=90 R=1248 U=56 W=5.5" RL=140/-195 Design Crit: IRC2012/TPI-2007(STD) vEa PROp-. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.10 M G11.,� Sd'i� OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIae READ Aro roue Au NOTES ON THIS BRARING! F41 TC LL 25.0 PSF REF R7175- 25837 825 N 4111 Ave,Cornelius OR 97113 ••IlroRTANre• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 If Trusses require ditio Sof emeBCS care in ng fabricating, handling.I shipping, installing and bracing. Refer to and follow r TC DL 10.0 PSF DATE 01/16/17 the latera edition of functions. ns. Installers Component Safety Information, by TPI and NBCSI for safety practices prior to performing those functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches /- BC DL 7.0 PSF rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI DRW CAUSR7175 17016005 A 1��0 N E sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 01 16/2017 O the Joint Details, unless noted otherwise.Colpo Refer to drawings 1600-Z a forstandardplata positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of IITI Building Components Group Inc. sM1all not be responsible for any deviation from this drawing, any failure to build Cho truss In conformance with ANSI/TPI 1,or for handling, shipping. a�► AN ITW COMPBNY installation A bracing of trusses. 7 `"aa.20,199q1 G TOT.LD. 42.0 PSF SEQN- 89614 . A seal an this Arming or cover paps listing this droving, India ted.ea.pbroe of profession!engineering R / ��/ responsibility solely for the design shown. The suitability and use of this drawing for any structure is the W 8351 ROv811a Circle r sponlbility of the Building Designer wr Axsirtpi 1 Seo.2, {`D •'• OUR,FAC, 1.15 FROM BB SxramenU,CA95828 For more Information see this fob's general notes page end Gose web sites: RenewaBaOl2017 SPACING 24.0" JREF- 1VXG7175Z01 ALPINE,www.alpineitw.cw;TPI:mmw.tpinst.org; 14TCA:rww.sbci ndusiry.coe; ICC: ww.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - B1) Top chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF #2 :W4, W7, W8, W9 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [22] W3X7 2.00 R 1.25 6X8(R) III 7- 1.5X.4 I11 B r 3X5�i 3X5�� , 3X5 12-4-7 —1 8 7-6-10 WB 3X5@ 0-10-0 , 3X7[22] "�— � � 0-4-7 _L = '�-'� 3X5= � 18-0-0 1.5X4111 3X7= 6X8= 2X4 III 4X8= 1.5X4 III 1-6-0 7-2-12 5 , 5-2-4 5 3518 5-0-8 'I-' 5-2-4 5-0-8 qi 5-8 I 7-2-12 I 19-6-0 1-6-0 12-8-4 I 10-1-0 12-5-8 25-2-12 Over 2 Supports R=1091 U=90 R=1248 U=56 W=5.5" RL=140/-195 Design Crit: IRC2012/TPI-2007(STD) , O PROP PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.O1 .roe: FS,� OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-2118 ...MAI NGI••READ ANO Foca Au NOTES a nits DRAWING! {0 G I N F O ego •wIINIORMNrew TIIR M THIS BRANUM To ALL OONTRACTORS INCLUDING THE INBTALERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97 13 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Reran to and callow 19576 F� y REF R7175- 25838 the latest edition of BCS1(Building Component Safety Information, by TPI and NTCA) for safety practices prior r r TC DL 10.0 PSF DATE 01/16/17 to performing chase functions. I nstallers fell provide temporary bracing per BCSI. Unless noted otherwise, /' ,4411164 lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations Shawn for permanent lateral restraint of webs shall have bracing installed per SCSI 44111 �� BC DL 7.0 PSF DRW CAUSR7175 17016006 ■I' ][1 N the B3, B7ai or B10unless as appinoted other Apply places to eachwing fat r truss s and rd plate as shown above aM on p the Joint Details, unless aced atherwlpo Rater to drawings l not a ponsibl plate poeitiiati 0 16/2017 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of nR Building Components Group Inc. Snell t be responsible car any deviation from thio OREGON drawing, any Sellars to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, al V TOT.LD. 42.0 PSF SEQN- 89714 AN ITW COMPANY lusts nu A ,g aan breclof trusses. . A meal on this drawing or cover pegs listing this drawing, indicates ssompt nes of professional engineering 9 ea.20,1990 raaponelbllity solely for Si'.design slow. The solubility aro w of this drwing for any structure is the 8351 Rovana Circle reponslbl l Ity of the Building Designer per ANSI/U1'ISeca. -OIr D W.O'6,. ' OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.con: TPI:www.tpinst.org; WTCA: www.sbcindustry.com, ICC: www.iccsare.org SPACING 24.0" J RE F- 1 VXG7 1 75201 Renews Bl9p2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - B2) Top chord 2x4 HF #2 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x4 HF #2 :W6 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1) ° T 3X5o� Br 3X5�i 3X5�� T .. 1 .5X4 12-4-7 -187-6-10 0-4-7 11 ii 5 Vii\ T 16-0-0 1 1 .5X4 III 5X7= 3X5= 4X5(A2)- 1-6-0 X5(A2)1-6-0 7-2-12 5-10-6 5-10-6 6-3-4 7-2-12 8-9-9 9-2-7 I, 7-2-12 ,I, 18-0-0 J 1 25-2-12 Over 2 Supports R=1100 U=91 R=1239 U=57 W=5.5" RL=140/-195 Design Crit: IRC2012/TPI-2007(STD) , p PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.*. Y FFS.,.0 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 a' +NIMGI"READANDFOLLOWALLIVESONTMlsDlwmcl §0 GINE O TC LL 25.0 PSF • 825 N 4th Ave,Cornelius OR 97113 "ITAM'• FURNISH nos DnAr116 m ALL CONTRACTORS INCLwIIAI THE INSTALLERS. �j tJ F� REF R7175- 25839 _ Trusses require extreme care in fabricating, handling. shipping, Installing and bracing. Refer to and follow 19676 TC DL 10.0 PSF DATE 01/16/17 the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA)for safety practices prior r to performing ha these(properly. Installers shall provide temporary bracing per all Unless noted attarwlse, %/ tip thud shall have properly attachedpermanent e manent nal sheathing restraint antl batten chord shall have a properly d per BC DL 7.0 PSF DRW CAUSR7175 17016007 rigid telling. Locations shown far permerentulateral r ralnt of webs shall have bracing Installed per BC51 a`!�� - --33 . sections 63, 67 or 810, a applicable. Apply plates t Reach face of truss and position as shown above and o ,4 A - -U ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. n 0 16/20 7 BC LL 0.0 PSF CA-ENG GWH/GIH —id NJ I Alpin., a division of ITw Building Components Group Inc. shell not be responsible for any deviation from this OREGON drawing, any failure to build tM truss in conformance with ANSI/TPI 1, or for handling, shipping, AN RW compasY Installation.bracing of trusses. o v TOT.LD. 42.0 PSF SEQN- 89716 . A less on this drawing Sr coyer p.ge listing this drawing, indicates acceptance of professional enginwring '7 oo.20.19i AA"' responsibility.ally for the design engem. The suitability end ccs of this drawing for any structure is the OC O W N DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more Information y this Jobs general notes page and these web sites. SPACING 24.0" JREF- 1 VXG7175Z01 ALPINE: .alpineitw.com; TPI:wiw.tpinst.org:NTCA: www.sbcindustry.cnm; ICC: www.l ccsafe.org Renews 6/3012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.94 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: 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 length tabulated for 2X4 Deflection meets L/360 live and L/240 total load, studs of the same grade. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Truss designed to support 1-0-0 top chord outlookers and cladding per IRC-12 section 301.5. load not to exceed 5 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep x 3.5" wide 0 48" oc along top edge, only in the area above let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. (0) Provide lateral bracing for inset top chord. Brace all exposed vertical surfaces for lateral wind forces. Anchor the perimeter of exposed vertical surfaces and support 4X5= lower roof with sistered truss at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. j� 3X74 :0 8-8-13 10 ,., IlIlliill' I ; : . 4X8(R) III 5j 0-4-13 1 1111111116, 0-4-13 1 J 5 A. 18-0-0 For T 3X5= —1 10 3X5(F1) 2X4(61)--- 2X4 X4(B1)2X4 6-01 0:6-9...1 L 7-2-0 _l� 12-10-0 J NNL 7-6-'60-0-0 2-5-11 I 4-8-11 J 5-3-5 7-2-0 T 6-8-8 T 6-1-8 20-0-0 Over 2 Supports R=1016 U=4 W=5.5" R=259 PLF U=12 PLF W=6-1-8 RL=221/-221 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 .0 4. AFF OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 15032357-2118 ••WARNINGI••READ A10 FOLLOW ALL MOTES ON THIS DRAWING! 1 � NREF R7175- 25840 825 N 401 Ave,Comehus OR 97113 'a1i0RTANfe' moose THIS DRAWING TO ALL CONTRACTORS INCLUDING THE !MAULERS. �,�Gj a� tl� 01 TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to a.follow 19575 '� TC DL 10.0 PSF DATE 01/16/17 the latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, , r top chord shall have properly at tached structural sheathing and bottom`horn shall have a properly attached / BC DL 7.0 PSF DRW CAUSR7175 17016008 rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per BCS1 ,4 �� sections B3, B7 or 1310.Sas applicable. Apply plates to each face of trussand position as shown above and on T� the Jelnt Details, unle ted Otho wise. Refer io tlrawi gs 180A-Z forstantlertl plate posltlons. 0 1 6/20 17 BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a division of TTM Building Components Group Inc. shall not be responsible for anry devietien fro t drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITwCOMR4NY installation A bracing of trusses. Ci .1 TOT.LD. 42.0 PSF SEQN- 89618 A mealww on this drawing or raver pap.listing this drawing, indicate.a .ptanof professional engineering ] v44.20..199 ' raylon.lblllty solely for the deelgn Shown. The suitability and use of till.drawing for any structure Is the 8351 Rovana Circle rwignsIbiI ny of the Building Designer per ANSI/7P'1 Sea.2. DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Informations tills fobs general notes page and these web sites: OCD W• SPACING 24.0" JREF- 1 VXG7175ZO1 ALPINE:sww.alpineltw.cw; TPI:www.tpinst.orgi WTCA:ww.sbcindustry.com: ICC: www.icesafe.org Reneum iRMMOI 17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - D) Top chord 2x4 HF #2 120 mph wind, 21.94 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: 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. 5X5(R) III jj T 1 .5X4 ‘‘1111,11111.1;X, 4111 8-8-13 10 -411111141111441 7 10 4X8(R) III 5 0-4-13 0-4-13 T 5 1t .. 40_18_0_0 4X5(R)Ill 3X5(F1)10- 3X5(B1)= [-6-0J1I 6-0 5-0-0 5-0-0 _I_ 5-0-0 7-2-0 6-8-8 I ' 6_1-8 10-0-0 10-0-0 7-2-0 6-8-8 6-1-8 c 20-0-0 Over 2 Supports R=1032 U=29 W=5.5" R=1029 U=30 W=5.5" RL=197/-197 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave , wwWARNINcIwmREAD�rOLLOW^FT/RTU_MOTES onTM%(0%)os x/4(0) 16.01.P��®�i .*pis. OR/-/1/-/-/R/- Scale =.25"/Ft. Toss Components of Oregon (503)357-2118 **IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ?' GINF O TC LL 25.0 PSF 825N4thAve,CorneLusOR97113 Trusses require a trees care In fabricating, handling, fj r1 F� y REF R7175- 25841 shipping, installing and bracing. Refer to and follow 19575 9 TC DL 1 0.0 PSF DATE 01/16/17 the latest edition of SCSI aBei In ng Component Safety Information, by TPI and RICA) for safety practices ollow io performing these functions. tInstallers shall provide temporary bracing per BCSI. Unless noted oherwise, ' \ _ top chore shall have properly attached structural sheathing and bottom chord shall have 1 attached d ceiling. Locations shown for a properly('I a - 7.0 PSF DRW CAUSR7175 17016009 regi ng. perianal lateral restraint of webs shall have bracing installed per BCSI A 1 L�O N sections 83, ai or B10unless as noted 0thapplicable. Apply perces to each faceofcru tand rd platetion ppso sloven above and on - the Joint Details. uneess aced etlerwlse. Refer to drawings,Bno_Z tares standard lata positions. 0 16/2017 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of Ibu Building truss in Group Inc. shall t ba responsible for any deviation from this drawing, any failure Co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN['NV COMBANY imeta l let Ion&brae ing of tresses. GI v TOT.LD. 42.0 PSF SEQN- 89619 Awl on this solelyp or the sign howls droving, Ir sod use ofthu.dr of grfowlwl engineerings �n 4n.20.199 G'I responsibility solely for din design eleven. The suitability rand w of them drawing for any structure I.the Tr v — 8351 Ravens Cycle rnnpore lbnlq of tin Moulding Designer per ANSI/TPI,s.a.z. Of D �' DUR.FAC, 1.15 FROM BB Sacramento,CA 95828 For more information a this Job's general notes page a.,d chase web sites, SPACING 24.0" JREF- 1VXG7175ZO1 ALPINE: www.alpineitw.com: TPI: www.tpinat.org;ISTCA: www.sbclnclustry.coln; ICC: www.iccsafe.org RanrwaBtSNTfi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - D1) Top chord 2x4 HF #2 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: :Lt Wedge 2x4 HF Std/Stud: 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 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. 5X5(R) III Il 10 P 7 10 1 .5X4 1.5X4/// ,. 8-8-13 1 � 11 4X8(R) III 0-4-13 0-6-8 '� 5 4. li RI19-0-0 4X5(R) III 4X5(F3) 3X5(81) L. 4-10-05-0-0 5-0-0 5-0-0 7-0-0 _I- 6-8-8 I— 6-1-8 2d 9-10-0 10-0-0 7-0-0 6-8-8 6-1-8 19-10-0 Over 2 Supports R=899 U=23 W=3.5" R=903 U=25 W=5.511 RL=151/-152 Design Crit: IRC2012/TPI-2007(STD) p PROP PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.' ,t it FS OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 weWnRNINCI ea READ ATn ro1101 ALL NOTES on TRIS DRONING! 49 V►IV 0 825 N 4111 Ave,Cornelius OR 97113 aallraRTANTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSuuEILs. (g !� F,Q 1.... TC LL 25.0 PSF REF R7175- 25842 - Trusses require extreme care in fabricating, handling, ahlpplrg, installing and braying. Refer to and follow 19676 TC DL 10.0 PSF DATE 01/16/17 the latest edition of SCSI (Building Component Safety Information, by TPI and STCA) for safety practices prior >• to performing these funct{ons, t Installersshall providetemporarybracing per SCSI. Unless noted otherwise, /I cop chord shall have properly attached structural sheathing a.bottom chord shall have a properly attached rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing Installed per BCS! 4� BC DL 7.0 PSF DRW CAUSR7175 17016010 A �� sections 83, 87 or 1310, as applicable. Apply plates to each face of'truss and position as shown above and on the.joint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. 0 16/2017 BC LL 0.0 PSF CA-ENG GWH/GWH L_w Alpine, a division of ITw 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&bracing of trusses, a9 "Ba 20 19sm • TOT.LD. 42.0 PSF SEQN- 89620 A seal on this drawing or cover page listing this drawing, indleat.s.ee.pt m.of orof.sslonsl engineering / responsibility solely for the design.hewn. The suitability end u.e of this drawing for any structure is the V 8351 RovmB Circle r..ponslbnity of the Building g.agn.r per ANSI/TPI 1 See.2. OLD W,N 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- 1VXG7175201 ALPINE: www.alpineitw.com; TPI;www.tpinst.org;ATCA; www.sbclndustry.com; ICC: www.iccsafe.org Renews 6190/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - DG) Top choord 2x4 DF-L22400f-2.OE 2 COMPLETE TRUSSES REQUIRED I Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.120"x3", min, nails :Lt Wedge 2x6 HF #2: Top Chord: 1 Row *12.00" o.c. Bot Chord: 2 Rows * 4.00" o.c. (Each Row) Special loads Webs : 1 Row * 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 76 plf at 0.00 to 76 pIf at 9.83 in each row to avoid splitting. TC- From 76 plf at 9.83 to 76 plf at 19.83 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 19.83 grain required in area over bearings greater than 4" BC- 1298.60 lb Conc. Load at 1.90, 3.90, 5.90, 7.90 9.90,11.90,13,90,15.90,17.90 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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 JT PLATE LATERAL CHORD load is 1.50. No SIZE SHIFT BITE 4X8(R) III [ 5] W3X7 S 4.25 ( ) [ 6] W4X5 4.00 L 1.25 [11] W4X5 4.00 R 1.25 i; [12] W3X7 S 4.25 , 4X5[6]#10 P 4X5[11]-. 1110' 4 8-8-13 10 0-4-13 _L #441161111116.WWII • 0-6-8 k/ ■ ■ ` 1S-0-0 I 6X8(B10R)i 3X7[5] Ill 8X8= 3X7[12] III 4X8(B1OR) F. 5-1-2 + 4-8-14 + 4-8-14 —I— 5-3-2 I, 9-10-0 ,I_ 10-0-0 -J 19-10-0 Over 2 Supports R=6680 U=494 W=3.5" R=6655 U=492 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 0)PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.'...1 . FSS, OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)3572118 ••WA■+INGla•READ'o°FOLLOW ALL NOTES°RTMIsDINNING! U�9 e1G1NF�l` TC LL 25.0 PSF REF R7175- 25843 825 N 4th Ave,Cornelius O 97113 ••IwaRrNr•• rllrlxlax THIS DRAWING To ALL=imam INCLUDING TIE INSTALLERS. Z Trusses require itio extreme care in fabricating, Safety Information,oM1iaing, y ff1 ,,d SIC braci)for s. etyar ac ace Tpl for 19675 % — TC DL 10.0 PSF DATE 01/16/17 tM1e latest ng then of SnctiI (BullInstallers nst Coerss rc Safety eteporarby TPI and RCA' for safety practices prior o performing ha[base fproperly l recall structurahalll provide and bo bracing per arsall Unless notedproperly attachiae, Cop chord snail Locations Properly attached for sir torah sheathing and buttem chord shal shall have r Properly a peahatl ' BC DL 7.0 PSF rigid calling. orcB10, a sawn Tor permanent lateral restraint fa et feta shall have tracing installed per SCSI / DRW CAUSR7175 17016011 A 1��[1 N sections 8D BT or unless as applicable. Apply plates Co each Pace of cru antl position as shown above r M on the Joint Detail*, unless rete1 otherwise. Refer to drawings 160A-Z forstandardplace positions. 0 16/2017 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITd Building components group Inc, Shall not be responalble for any deviation f this OREGON drawing, any failure go build the truss in conformance with ANSI/TPI 1, or Per handling, slipping. VBA. 90 TOT.LD. 42.0 PSF SEQN- 89725 AN DIN COMPANY nsta a bracing of trusses. Q A pool on this drawing or cover pegs listing this drawing, Intlldat..ase.pt.noo or professional.nglnawring •/e 20,1A responsibility solely for the design shown. The suitability end use of this drawing for soy structure is the "-Of.D W. �►� DUR.FAC. 1.15 FROM BB 8381 Roarer Circle responsibility or the Building Designer per ANgl/TPl t 0.o.2. Sacramento,CA 95828 Far more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VXG7175Z01 ALPINE:wuw.alpineltw.com;TPI: www.tpinst.org:RCA:ww.sbcindustry.con; ICC: www.iccsafe.org Renowa 6'90'2017 MS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PAM LUMBER-HILLSBORO -Biggi Iot 1 OW Avery C -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf, Webs 2x3 HF #2 Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched Provide lateral wind bracing per ITWBCG wind bracin details or er en ineer of 9 u 9 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 lumber defects allowed within 12 of notches. Do not notch in overhang or heel studs of the same grade. panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied requirements. per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 11111111111111111111111 6-4-8 r 10 10 0_3 ,; ■ ■ ■ 11111111111, 0--4-13 „i ■ ■ ■ ■ ■ ■ ■ ■ ■ �. 18-0-0 i i --,-- (ff� 2X4(131).---- 2X4(B1) La1-6-0aJ Lai-6-0J 7-2-0 7-2-0 E14-4-0 Over Continuous Support R=134 PLF U=10 PLF W=14-4-0 RL=12/-12 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) . P PROFF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.10 i 14 64' OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-''118 saWARNIMGI as READ NO FOLLOW AU.NOTES ON THIS DRONING! 14451 '4410 TC LL 25.0 PSF REF R7175- 25844 O - 825 N 4M Ave,Cornelius OR 97113 re11PoRTAMTra FURNISH THIS DNA■'INB To ALL ommuc tms INCLUDIND TIE INSTALLERS. • Trusses require extreme c re In fabricati , handling, shipping, Installing and bracing. Refer to and follow 1 9676 _ ng the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior %/ TC DL 10.0 PSF DATE 01/16/17 Co performing these functions. Installers shall provide temporary brac ing per BCS1. Unless,pied otherwise, OililkiN top chord shall have properly attached structural sheathing aha t bottom chord shall have a properly attached /- // rigid cel l Ing. Locations shown for permanent lateral restraint �train of webs shall have bracing instal ledper BCSI BC DL 7.0 PSF DRW CAUSR7175 17016019 actions B3. B7 or B,d, as applicable. Apply plates to each face of trussand position as shown above and on0 1 6/201 7 pl�N sections �mlrK Datalla. unless nmted ptherwlsa. Rafar to drawl�s,BOA_Z farianda rtl plate paslilana. BC LL 0.0 PSF CA-ENG GWH/GWH * /L_J7 1� Alw nae a dlvialan of I1W Du :::Camponents Group Inc. :hall rot ba responsible far any davlatlon from thla OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR&NY installation 8,bracing of trusses. '9 "+n. 2U 1g• TOT.LD. 42.0 PSF SEQN- 89622 . A seal on this drawing or bower page listing this drawing. Indicates awaptanse of praf ssioeal engineering responsibility solely for the design shown. The suitability and use of this drawing far any structure Is the O`0 W a NA" DUR.FAC. 1.15 FROM BB 8351 Rovaila Circle responsibility of the Building Designer per ANSI/TPI I Sse.2. Sacramento,CA 95828 For more Information See this Job's general notes and page ainose web Renews O/3012017 SPACING 24.0" JREF- 1VXG7175Z01 aw ALPINE:www.alpineltw.com:TPI: w . pinst.org:^TCA:waw,sbcindusiry•com: ICC s wmw.Icesafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - EGE) Top chord 2x4 HF #2 120 mph wind, 20.07 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x3 HF #2 Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 lumber defects allowed within 12' of notches. Do not notch in overhang or heel studs of the same grade. panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied requirements. 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= 7 10 i 4-11-13 0-4-13 u ■ ■ nil, 0�3 ■ ■ ■ ■ ■ �� 4_18-0-0t 2X4(B1) L1-6-0>1 L1-6-0>i 1— 5-6-0 J, 5-6-0 —I 11-0-0 Over Continuous Support ai R=137 PLF U=22 PLF W=11-0-0 RL=13/-13 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,EO PROF, PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 .10 : C !!./�ArS�O OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon ((503))357-2118 "'WARNINGI.•READ No FOLLOW Au-NOTES a'nos awl"8' � N _C 2 TC LL 25.0 PSF 825N4thAve,ComehusOR97113 •aIIPORTANTwr FURNISH THIS COMM TOALL COIETRACTORSINCLUDING TFEINSTAI.LERS' 19575 '�' y REF R7175— 25845 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow11700TC DL 10.0 PSF DATE 01/16/17 the latest edition of BCSI (Building Component Safety Information, by TPI and PTCA) for safety practices prior to performing these functions. Llnstaliera stall providetemporarybracing per BCSI. Unless noted otherwise, op chard shall have properly attached structural sheathing and bottom chord shall have a Properly attached 40111 : BC DL 7.0 PSF 141164 rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI DRW CAUSR7175 17016020 ,4 �� Tw sections B3, 87 or B10, as applicable. Apply plates to each face or truss and position as shown above and on 0 1 6/201 7 r—' the Jelnt Datalls. unless mtetl etharwise. Refer to drawings 1600-Z forestandard plata pesltlana. BC LL 0.0 PSF CA ENG GWH/GWH I Al Pine, a envision of ITw Bullalne Components croup Ina. shoo rat be responsible nor any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IfW COMPANY installation&bracing of trusses. '9 tea,,,20n�seb TOT,LD. 42.0 PSF SEQN- 89623 . A seal on this drawing or cover page listing this doming, Indicates acceptance of professional engineering responsibility solely for the design.hwn. The suitability and use of this drawing for any structure I•the Rpt D W•Vv' DUR.FAC. 1.15 FROM BB 8351 Rovana Circleresponsibility of the Building Deelgnsr per ANSI/IPI 1 See.2. Sacramento,CA 95828 Far more Information see this Job's general notes page and these web sites: Renews 6/3012017 SPACING 24.0" JREF- 1VXG7175ZO1 ALPINE:www.alpineltw.com; TPI: www.tpinst.org;*TCA: wxw.abclndustry.cw; ICC: wtw.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud 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. 4X5==- , X5=r rd, 10 4-11-13 10 /• 4X8(R) III 5 kibi _I_ 0-6-8 _J 5 10-6-8 18-0-0 iiilin' ►—_ --I- 3X5(F3) —I3X5(F3) 3X5( 3 L. 5-4-0 � 5-4-0 J 5-4-0 4< 5-4-0 < 10-8-0 Over 2 Supports R=486 U=4 W=3.5" R=486 U=4 W=3.5" RL=80/-80 Design Crit: IRC2012/TPI-2007(STD) r f�0 PROFi PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.0d i0h SA, ... OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOregon (503)357-2118 '•WARMIxcI•• READ Aro Fonar ALL NOTES ON THIS DRAWING! 0 NA` F Z TC LL 25.0 PSF REF R7175- 25846 825 N 4th Ave,Comehus OR 97113 ••IRAN'• FURNISH THIS OWNING TO ALL wxrRNcioRS INGLWINO THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19676 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1, TC DL 10.0 PSF DATE 01/16/17 o performing thane functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, _ top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached ,/ ,4111164 rigid ceiling. Locations shown for permanent lateral restraint of webs Shall have bracing installed per BCSI /� BC DL 7.0 PSF DRW CAUSR7175 17016012 ■I1 J E N sections 83, B]or BID, as applicable. Apply plates to wing face of tau and position as shown above a�ryns ' tee Joint Details,unless noted otherwise. Refer to to each ace of tfor russtandard plate positions. 0 16/2017 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from t OREGON BC LL 0.0 PSF CA-ENG GWH/GBH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal IatIon A bracing of trusses. a9 Se.B,sun�se� "Mi TOT.LD. 42.0 PSF SEQN— 89624 . A.est on this drawing or cover page listing this drawing, indieetes acceptance of professional engineering responsibility solely for the design shown. The suitability and use or thin drawing for any structure Is the �`p W N� DUR.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seca. Sacramento,CA 95828 For more Information see this,lobs general notes page and these web sites: ALPINE:www.alpineitw.com: TP1, www.tpinst.org:WTCA: ww.sbclndustry.com: ICC: mm.iccsafe.org Renews 819012017 SPACING 24.0" J REF- 1 VXG7 1 75Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - EG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQU I RED Bot chord 2x6 HF #2 I t 2 Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row #12.00" o.c. Special loads Bot Chord: 2 Rows # 4.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row # 4" o.c. TC- From 76 plf at 0.00 to 76 plf at 5.33 Use equal spacing between rows and stagger nails TC- From 76 plf at 5.33 to 76 plf at 10.67 in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 10.67 BC- 1090.93 lb Conc. Load at 0.90, 2.90, 4.90, 6.90 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC- 1099.87 lb Conc. Load at 8.90 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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. 4X5(R) Ill %/ 1 I I 1 t 10 110 4-11-13 0-6-8 , ID , 0-6-8 3X7/// 3X7\\\ �' ___i___ 4_18-0-0 I 4X5(61)= 4X5(61) 5-4-0 _ 5-4-0 3-8-2 I 3-3-13 I- 3-8-2 I— 5-4-0 5-4-0 ,J E10-8-0 Over 2 Supports R=3402 U=294 W=3.5" R=2948 U=257 W=3.5" Design Crit: IRC2012/TPI-2007(STD) ,EO PROP . PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 .•d �8h SS's OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)35722118 .MARNIx01 em READ Alm FOLLOW ALL NOTES ON TRIS DRAWING/ & /46 I et. • 825 N 4th Ave,Cornelius OR "IMPORTANT.* FURNISH THIS DRAPING TO ALL COMINC ME INSTALLERS. 19676 d Z TC LL 25.0 PSF REF R7175- 25847_ Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 1 0.0 PSF DATE 01/1 6/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior r to performing these functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, ' -chordtop chord shall have properly attached structural sheathing and noncom chard shall have a properly attached rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing instal led per BCSI A-. '' BC DL 7.0 PSF DRW CAUSR7175 17016013 �Y O edtlons Bts 3, B7 or 610, as applicable. Apply plates to each face of truss and position as� n s1,0, above and o 0 16'20 7 A the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate p (tio . U /� Aloin, a division of ITN Building Compono s Group Inc shall t be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN irwconnaarly instal latlen a bracing of trusses. w9 Vs0.2D 19� P TOT.LD. 42.0 PSF SEQN- 89718 responsibility.poi eb culy soelor the P.N. own. Tbl.ursinpi I eld.us.ofothis demi gfor.Iy s uctlre Is -01.D W•N� DUR.FAC. 1.15 FROM BB aionis solely for the designo liotin The suitability imi end u.o of this os of for spry al engine ri the 8351 Rovana Circle r..pon.ibility of the Building Designer pANSI/TPI 1 S.e.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: — ALPINE,www.alpineltw.caa; TP1: www.tpinst.org;NTCA:www.sbmndustry.com; ICC:www.mccsafe.org Ralewa waw 2017 SPACING 24.0" J REF- 1 VXG7 1 7 5Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC D =4 .2 psf. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 lumber defects allowed within 12 of notches. Do not notch in overhang or heel studs of the same grade. panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied requirements. 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= 10 7 10 4-11-13 0-4-13 0-4-13AIdl1IIIIIIhihh.i i i i i . -1- 2X4(131)=-- 2X4(B1) L1-6-00-1 L1-6-0 .1 1" 5-6-0 -f- 5-6-0 I_ 5-6-0 5-6-0 J 11-0-0 Over 2 Supports R=753 U=110 W=3.5" R=753 U=110 W=3.5" RL=134/-134 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. ITWBCG Wave Design Crit: I FT RT 2% 10%O/04 (0 TD) 16.01.o. s'g�PROFFS ( ) ( ) %r S+, OR/-/1/-/-/R/- Scale =.37511/Ft. p ¢` 1 ••WARN ING I••READ AIM FOIJAN Au NOTES GN nils wow u. Truss 5 N 4rn Ave,of OR 971 137--1 18 ,elwoRrANre• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 0 �1 ��`A Of% TC LL 25.0 PSF REF R7175- 25848 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 r TC DL 1 0.0 PSF DATE 01/16/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior w Si to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherwise, / top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral rBStrain of webs shall have bracing Installed per(SCSI / - - BC DL 7.0 PSF DRW CAUSR7175 17016014 ��� sections 63, 87 or 610, as applicable. Apply places to each fete of trussand position as shown above and on - Athe Joint Details, unless noted otherwise. Refer to drawings 160:-Z fortaMard plata posl[lona. 0116/20 7 BC LL 0.0 PSF CA-ENG GWH/GWH L� AIPInee a tlivlslon of ITR Building Components Group Ina. shall Trot ba responsible far any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, GI eimi AN ITW COMPANY Installation 6 bracing of trusses. •Qy, A cel on Chis drwiro or cover ppm listing this drawing. Indicates acceptance of prefewlael engineering Vg A•2D,19tl_ TOT.LD. 42.0 PSF SEQN- 89626 responsibility solely for the design shown. Ti,.suitability and in.of this drawing for any structure Is the / N 8351 Rovana Circle of the Building Designer per ANSI/IPI 1 Sac.2. OC D W, DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Inform:Ian: this Job's general we notes page and these wee alts: g Renews6l30e2017 SPACING 24.0" JREF- 1VXG7175Z01 ALPINE: ww.alpl naltw.eom; TPI:LULU. pir�sc.org;WTC:: www.sbclntlustry.com; ICC: .Iccsafe,or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud 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. 4X5= CI 10 1--- I � 10 4-11-13 0-4-13 0-4-13 s-0-o 1.5X4 III 2X4(81) -- 2X4(61) L1-6-0 -1 L1-6-0J 5-6-0 1..0 5-6-02.1 I, 5-6-0 ,I— 5-6-0 .1 I` 11-0-0 Over 2 Supports R=617 W=3.5" R=617 W=3.511 RL=119/-119 Design Crit: IRC2012/TPI-2007(STD) .Ep PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 ,i . r FS'S OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Com Components 503 357-2118 "WARN!MI"READ AID FOLUNI ALL NDTES ON THIS DRAWING, U,N' w t(`� "i) REF R7175- 25849 p (( ) ••INPORTANr•• FURNISH THIS DRAWING To ui CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Comehus OR 97113 2 Trusses require extreme care in fabricating, handling, shipping, Instal n ng and bracing. Refer to and follow 19575 •9 _. the latest edition of BCS, (Build.,Component Safety Information, by TPI and STCA) forsafety practices prior - r , TC DL 10.0 PSF DATE 01/16/17 to performing these functions. Installers shall provides temporary bottom Chord shall have a properly emporary bracing per BCS1. Unless noted otherwise, top chard=all have properly attached structural sheathing aattached 441W' .. BC DL 7.0 PSF DRW CAUSR7175 17016015 rigid ceiling. Locations shown for permanent lateral train of webs shall have bracing Installed per BCS, idiphliG, tions 83. 07 or B10, as applicable. Apply plates to each face of truss and position as shown above aM on I--I�El^ I the feint Details, unless rated otherwise. Refer to drawings 160A-Z forstandardplate positions. „s 01 16/20 7 BC LL 0.0 PSF CA-ENG GWH/GWH A r' I V Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation from t OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, mWil AN ITN COMPANY Installation&bracing of trusses, . A meal on this drawing of sever page listing this drawing, indicates eocaptanme of pr.fesslo el engineering `rwn.20,1st TOT.LD. 42.0 PSF SEQN- 8962 7 '9 responsibility solely for the design s for any structure le w ROC 0 W.N� w ..of this drawing n. The suitability end gDAR.FAC. 1.15 FROM BB 8351 RDvanaCitCle r..pmnnlbiiity of the Building Designer per ANSI/TPI 1 Se..2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:www.aipineitw.can: TPI:ww.tpinst.org;WICA: www.sbcindustry.com; ICC: www.iecsafe.org Renews 6/30/2017 SPACING 24.0" J RE F- 1 VXG7 1 75Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - GGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 lumber defects allowed within 12 of notches. Do not notch in overhang or heel studs of the same grade. panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied ree DWGS equirrements015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing per IRC-12 section 301.5. Truss designed for unbalanced snow load based on P 25.00 Deflection meets L/360 live and L/240 total load. CAT II & Pf=21.17 psf. 9= psf, Ct=1.10, Ce=1.10, Creep increase factor for dead load is 1.50. 4X5= s 6F- W1 Li 2-10-3 • 0-4 3 i 0 LJ 00 [ NMI 0-4 3 z 4_9-0-0 i 2X4(A1)= 2X4(A1)m- L-1-6-0 X4(A1)=L-1-6-0 L-1-6-0-->1 5-0-0 "I= 5-0-0 al I_ 5-0-0 _I_ 5-0-0 J f 10-0-0 Over 2 Supports R=721 U=138 W=3.5" R=721 U=138 W=3.5" RL=66/-66 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , p PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.0,. :'� FFS'S OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ''WARNING!"READ ANG FOLLOW ALL FECES ON THIS DMUMNGi NiG t6. TC LL 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INGLwING THE INSTALLERS, C9 �� 25.0 PSF REF R7175- 25850 Tresses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorr TC DL 10.0 PSF DATE 01/16/17 to performing these functions. Innstallers shall provide temporary bracing per SCSI. Unless noted otherwise, ' /r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cellirg. or 810,na shown for permanent lateral restraint of webs shall have bracing Installed per SCSI IIS% BC DL 7.0 PSF DRW CAUSR7175 17016016 A Lqp N I sections Baa ai7 or unless as applicable. Apply plates to each face of for truss and position as shown above and on the Joint Details, unless norma otherwise. Refer to drawings 160A-Z for standard plate positions. 0 1 1 620 7 BC LL 0.0 PSF Alpine, a algin of I,W Building responsible any deviation from this OREGON CA-ENG GWH/GWH -� I rg cross i con Group Inc. shall not be nslble for drawing, any failure o build the truss in conformance with AN61/TPI 1, or for handling, shipping, AN ITwconnw NY installation&bracing of trusses. TOT,LD, 42.0 PSF . A seal on tills droving or cover paps(Meting thin drawing, Indicates acceptance of professional engineeringa�O'14).20,19° +R•20,19e0 0. SEAN- 89628 rw.ponsibi I icy solely for the design thoen. Tho suitability and use of this drawing for any structure in the 8351 RovanaCircle responael I Ib or e me Feiid1 g Deslpn.r per A16I/TPi s.e.z. L W,N DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general nopage and these web ALPINE:w .alpineite.com; TPI: ww.tpinst.org: WTCA:www ssites; ubcindstry.com, ICC, we.. wiccsafe.org Renews W3U12Ol7 SPACING 24.0" J REF- 1 VXG7 1 7 5Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - G) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00psf 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. 4X5= ----1 s 6 2-10-3 0-4 3 i 0—/44--3 4_9 —o—o 0 1 .5X4 III 2X4(A1)E 2X4(A1)E L-1-6-0--aJ Le-1-6-0—aJ 5-0-0 5-0-0 L- 5-0-0 ,I, 5-0-0 Fc 10-0-0 Over 2 Supports R=591 W=3.5" R=591 W=3.5" RL=59/-59 Design Crit: IRC2012/TPI-2007(STD) , p PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.00 .+ V - FESS OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •IMAM INGI•H READ APO Foca ALL NOTES ON THIS DRAINING! {5 G INF O TC LL 25.0 PSF 825 N 4 Ave,Cornea's OR 97113 "INPORfANT" FURNISH THIS MAIM TO ALL CONTRACTORS INCLUDING THE INSTALLERS. CO F� y REF R7175— 25851_ Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 �' TC DL 1 0.0 PSF DATE 01/16/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior p T. to performing these functions.t Installers'shall provide temporary bracing per BCSI. oUnless noted otherwise, %/ top chard shall have properly attached structuralsheathing and bottom chard shall have a Properly attached BC DL 7.0 PSF DRW CAUSR7175 17016017 rigid ceiling. Locations shorn for permanentlateral restraint of webs shall have bracing Into neo per SCSI 4` j A r, IP[IINI� sections BD aT or B10unless as appinoted other Apply places to each wings ace of trufor and rd plate as shown above aM on All the nen Details, unless noted eng Compo. Refer to drawings,eno_I a forstandardplate positions. O 16/20 7 BC LL 0.0 PSF CA—ENG GWH/GWH Alpine, a division of rue Building Components Creep Inc. shell not be responsible far any deviation from this OREGON dnt any fabraci go buildru the truss .n conformance with ANSI TPI ,, or for handling, shipping, d TOT.LD. 42.0 PSF SEQN— 89629 AN ITW C.OMg4NY installation A bracing of trusses. . A seal eh this drawing or Saver pew listing this Crewing, indicates.ee.pt ne9e of professional engineering •n,20,199 I raeponslbl l Ity solely for the design shown. The suitability and see of this greening for any structurestructureIs ch. Rod u W �� DUR.FAC. 1 15 FROM BB 8351 Rovana Circle responsibility of the Building Designer r 1061/Tei 1 Sed.2. Sacramento,CA 95828 Far more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1 VXG7175Z01 ALPINE:wes.alpineltw.can; TPI:ww.tpinst.org; WTCA:ww.sbcindustry.coe; ICC: ww.iccsafe.org Rwowoel3Q'2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117075--PARR LUMBER-HILLSBORO -Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR - I) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 HF Std/Stud 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. 1.5X4 III 6 i 1 1-4-3-3___i__0-4-3 iill � 9-0-0 V OFM-01 1.5X4III 2X4(A1) lc 1 ' H-1-10-4- 2 2-0-0 Over 2 Supports R=197 W=5.5" RL=24 R=53 U=2 Design Crit: IRC2012/TPI-2007(STD) , O PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.0• .+ ir FSS OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503`(357-2118 ••wARNini••READ AID FOLLOW ALL NOBSONTHIS DRAWING! Gf aGINF�� OZ TC LL 25.0 PSF REF R7175- 25852 825 N 4th Ave,Cornelius OR 97113 ”INpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19676 11 TC DL the latest edition of BCSI (Building Component Safety Information, by TPI and.TCA) for Safety practices priorr 10.0 PSF DATE 01/16/17 to performing these functions. Installers uchell provide temporary bracing per BCSI. Unless noted otherwise, ' top chord shall have properly attached stn tural sheathing and bottom chord shall have a properly attachedAAP rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI s BC DL 7.0 PSF DRW CAUSR7175 17016018 A LPE)N I E sections B3, B]or unless as applicable. e. R platers to each face of for and position as shown above and on the Joint 3, 8 law, unless noted otherwise. Refer to drawings face truss position plain positions. Alpine, a division of ITV Building Components croup Inc. 0 16/20 7 shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure Co build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITWC.OMPANY installation A bracing of trusses. 4.40. (�v TOT.LD. 42.0 PSF SEQN-A seal en this drawing or cower p.ge listing this drawing, Indicates acceptance or preM.len.l engineering 7� 20,194t:•,�` QN— 89703 responsibility solely for the design sh.nnn. The suitability and One of this drawl. ter any structure 1.the O■ O N DUCT.FAC. 1.15 FROM BB 8351 Rovana Circle repwrolbl l Icy or the Psi Iding Designer per ANSI/IPI 1 See.2. ` `- SacramentgCA95828 For more Information a p www Jobs general . e page and these web sites: SPACING 24.0" JREF- 1VXG7175Z01 ALPINE: vnw.alpYnaliw.con; TPI:»vw tinst.org; RICA, wwwsbcintlustry.com; ICC: wrw.iccsafe.or9 RBndwe 8l3W2017 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑r, 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'V Brace mm (1) 2x6 'L' Brace x (2) 2x6 'L' Brace xx Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S r SPF #1 / #2 Spruce-Pine-Fir Hem-Fir 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' S' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard O HFStud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 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 Pinexxx #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 SP #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 Standard Standard d . #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' DFL 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 B: U_ n r #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir - SPF#3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr U HF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 r Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' a, o Dou.las Fir-Larch Southern Pinexxx #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 0 #1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' iiiirgini. #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' `D,---1D F L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). xxxFor 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 Q #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. d - S PF #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: 0 U H F 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. r� Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide nti upliftuscor (5ns for 0 aover X 5 P #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing psf TC Dead Load), #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. rl DFL Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm rAttach 'L' braces with l0d (0.128'x3.0' min) nails. 7ll / About: �1 able Truss � 11 * )I( For (1) 'L' brace, space nails at 2' o,c. �ik� in 18' end zones and 4' o.c. between zones. Diagonal brace optlorn ella *)1(For (2) 'L' braces' space nails at 3' o,c, vertical length may be i In 18' end zones and 6' o.c, between zones. doubled when diagonal 18' I 'L' bracing must be a minimum of 80X of web brace is used. Connect I x V member length. diagonal brace for 385# 'L' L i at each end. Max web Brace �4* Gable Vertical Plate Sizes total length is 14'. L----------_, )1( `' , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal 'r : Greater than 4' 0', but less than 11' 6' 2X4 Vertical length shown braces single or double cut 18' In table above. I 45, + ,^) Greater than 11' 6' 3X (as shown)end. L- 1 + Refer to common truss design for upper g g �a peak, splice, and heel plates. ontlnuous Bearing O Refer to the BuildingDesigner for conditions Connect diagonal at lilip" 9 midpoint of vertical web. Refer to chart above for ro. - - At gth, not addressed by this detail, usWARNINGIxx READ AND FOLLOW ALL NOTES ON THIS DRAWINGIw xxIMPORTANT5 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 00t'S ,Q `OY REF ASCE7-10-GAB12030 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and 19675 C follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. / Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord G' '� we shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 4101.-� DRWG A12030ENC101014 �I, Il O 1� IT I shall hove bracing Installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each face //� L ) i�l�\\v ill i f trussand position a frown above and on the Joint Details,unless noted otherwise. 0 16/2017 �.1 I , Refer to drawings l60A-Z for standard plate paeltlane. OREGON Alpine, n division of ITW Building Components Group Inc. shall not be responsible for on deviation from /^� x]/16/17 AN ITW COMPANY {his drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, V, installation&bracing of trusses. -7, .4.20 01- 1r MAX, TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown, The suitability and use of this drawing 0`D W 13389 Lakefront Drive for any structure Is the responsibility of the Balding Designer per ANSI/TPI 1 Sect, Earth City,MO 63045 For more information see this Job's general notes page and these web sites, ALPINE,www.alpineltw.coml TPI,www.tpinst,orgl SBCA'www.sbcindustry.orgl ICG www.iccsofe.org Renews 58812017 MAX. SPACING 24,0' Goole Detail (?I For Let—in Verticals Gable Truss Plate Sizes Abu _ O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +QRefer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. irN . Gable .4' N Le 9thl Example typ. 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing 4 Member Member © 5 • © O Toe-Hall - Jr - x End-nail Gmumemiall\;;�. /\ © O To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design, multiply 'T' increase by length (based on appropriate Alpine gable detail), Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (0,148'x 3,',min) Nails at 4' o,c, plus length Is 14' from top to bottom chord, (4) nails in the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathln• Toenalled Nails specie, and grade of the 'V reinforcing member, l0d Common (0,148'x3',miin) Toenails at 4' o,c, plus Web Length Increase w/ "Tui Brace 11 4 Nall (4) toenails in the top and bottom chords, 'T' Relnf, 'T' 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. Member 2x4 30 % ASCE 7 O5 Gable Detail Drawings Example 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 77:005 -10 Gable Detail Drawings Gable Vertical = 24'o,c, SP #3 4' a.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T' Reinforcing Member Size = 2x4 --L A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' Aopriate Alpi14, A2003O 014, maxim END101014, A20030PED101014gable Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. jA 4 Nall :I'll: Ceiling Ceiling ���E0 PROFS vh/ ssVURNINGIsw READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �? IkGl E. O REF LET—IN VERT ssIMPORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Tie INSTALLERS. 4. Z Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and 19576 �T follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety r �A DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. /r Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ./--- --"'�-_J , shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /i j DRWG GBLLETIN1014 shall have bracing Installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each face Q I 0-I I\\I of truss and position as shown above and an the Joint Details, unless noted otherwise. 0 16/2017 U u v 1 � Refer to drawings 160A-Z for standard plate positions. Orr,tg�v„ Alpine,n division of ITW Building Components Group Inc. shall not be esponsible for any deviation from Pfl 04 AN ITW COMPANY this drawing, yo failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 4� v Installation P.bracing of trusse 1 n.2o,lee MAX, TOT, LD, 60 PSF A seal on this drawing or cover pagelisting this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing C D W 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Seca. OUR,.01 FAC, ANY Earth City,MO 63045 For more information see this Job's general notes page and these web sites, Renews 6J90/2017 ALPINES www.alpineltw.comi TPA t, www.tpinsorgl SBCA,wwwsbcindustry.orgi ICC'www.lccsafe,org MAX, SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kz-t = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: See Engineer's sealed design referencingthis detail provide a 2x6 stiffback at mid-height and brace to for lumber, plates, and other informationot shown referrotof dDRWGaA12030ENm C101014 )see detail below or on this detail, }( Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails, to stiffback with 10d box or gun (0.128" x 3", min.) nails @ 6" ac. I N A r•, 2X4 Blocking nailed to illiir 45° eachtting andza Mn>< each truss �TYP> H ,• ® ® ® ® ®11111=111M MO MINIM MI MIIIIMIIIII MINIMIIIIIIIIIM INN MINIMIIII — . 2X4 DE-L #2Mi H/2 or better 11 diagonal brace. Attach each end X 61111 for 560#, II I I k x R T is : I : ■■ : ;; ; N� ii ontinuous Bearing — 2x6 #2 Stiffback ' attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails. ,�e6 PR0FFsk, eoWARNINGes READ AND FOLLOW ALL NOTES ON THIS DRAWING vi ��'k� ,�A eeDIPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 19676 !� REF GE WHALER Trusses require extreme care in fabricating,handling,shipping,Installingand bracing Refer to and 9 ��,,\� follow the latest edition of BCS! (Building Component Safety Information,provide by TPI and SBCA) for safety • %� DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per HCS!. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord �- ',j shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 shall have bracing Installed per SCSI sections B3,B7 or 910,ns applicable. Apply pia{es to each face 01 16/2017 ,Ari n of truss and position as shown above and on the Joint Details,unless noted otherwise. ^ OREGON �1 �_ I Refer to drawings 160A-Z for standard plate positions, Y• AN ITW COMPANY Alpine,a divisin of ITV Building Components Group Inc.shall not be responsible for any deviation from C) 1/l6/17 this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 9 10.29,19� I Installation&bracing of masse �QOtD W ��, MAX. TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing,!placates acceptance of professional engineering responsibility solely for the design shown, The suitability and use of this drawing 13369 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites' Renews 6130/2017 ALPINE,www.alpineitw.comi TPB www.tpinst.orgl SBCA,www.sbcindustry,org1 ICC!www.iccsafe.or0 MAX, SPACING CLR Rein ' orcing Ve -noer Suosti Lu -tion T-Reinforcenent This detail Is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcerient: or reinforcement method Is desired. L Reinf. ,. �` Apply to either side of web narrow face. Attach with 10d (0,128"x3,0",rein) nails at 6' o,c. Reinforcing member is Notes: a minimum 80% of web member length, This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re-run design with appropriate M X reinforcement type. T-Reinf, L-Relnf, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf, Scala Reinforcement 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 1061 (0,128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member Is a 2x6 2 rows 2x6 2-2x40lE) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()10 Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, ()10 Center scab on wide face of web, Apply (1) scab to each face of web. II MIN ��Ep PROpSS — eSMARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! `yA0 WS� S PSF REF CLR SUI'JS't. wwDpORTANTsw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p TC LL 19575 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing Refer to and 9 follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA) for safety g, TC DL PSF DATE 10/01/14 "N, 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 ail- '7., BC DL PSF DRWG BRCLBSUB1014 m shall haven properly attached rigid telling, Locations shown for permanent lateral restraint of webs �� a shall have bracing Installed per HCSI sections B3, B7 or BIG,os n licable, A t 01 16/20 7 Q I -g I of truss and pl ppy Plates to each face BC LL PSF u position ns hown above and on the Joint Details,unless noted otherwise. //�� �f�I L I Refer to drawings 160A-Z for standard plate poll{Ions, GI o,9 / 19" AN IT/V COMPANY Alpine,n division of ITV Building Components Group Inc.shall not be esponsible for any deviation from this drawing, y failure to build the truss In conformance with ANSI/TPI 1,ar for handling,shipping, 't� ;n,20,1g9� ,,. TOT. LD, PSF installation 6 bracing of trusseV A seal on this drawing or cover page listing this drawing,bedicates acceptance of professional OL D W N engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renews 6130/2017 ALPINE www.alpineitw.conl TPI1 www.tpinst.orgl SBCA,wwwsbcindustry,orgr ICC.www.lccsafe.org SPACING Gable Stud Rein-Forcement Detail ASCE 7-10; 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 100 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace Ill (1) 2x4 'L' Brace * (2) 2x4 'V Brace we (1) 2x6 'V Brace w (2) 2x6 'L' Brace *RI Gable Vertical No Bracing Group Species and Grades: 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: #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 1 SPF 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #3 Stud #2 an U Stud 4' 7'CD 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Standard o HF0) Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww S #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 ---I #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud _ 'S #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d cu DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' o' Group B: _ #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir 4--> - S rp F #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr L U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 CU - Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' \ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' Dou,las Fir-Larch Southern Pinewww / MilillMil #1 S P #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' iiiMEMIIIMIll #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 11 D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' wwwFor 1x4 So, Pine use only Industrial 55 or Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ S P F #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: U u F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240, I� Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide rcontnuolus bearing poP TC 35 Dead over SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' g psf 0' Load). d Gable end20'soverhang,rs load from ly4' o overhang, #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' or 12' plywood D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symon About Attach 'L' braces with l0d (0.128'x3.0' min) nails, able Truss V VO 1l( For (1) 'L' brace: space nails at 2' o,c. �� In 18' end zones and 4' o.c. between zones. Diagonal brace option: ��� 31()IEFor (2) 'L' braces: space Halls nt 3' o,c. vertical length may be -� T : in 18' end zones and 6' o.c. between zones. doubled when diagonal a brace is used. Connect 18' 11 'L' bracing must be a minimum of 805 of web diagonal brace for 335# ,L, , a member length. at each end. Max web $rq ce `, Gable Vertical Plate Sizes total length is 14'. 1, Vertical Length No Splice 2x4 DF-L #2 or + ILess than 4' 0' 114 or 2X3 Greater than 4' 0', but better diagonal F Vertical length shown braces single less than il' 6' 2X4 In table above. 901 or double cut 18' 3X 45' I__ 1 © a ' O Greater than il' 6' (as shown) atFI �T 1'1 + Refer to common truss design for upper end. a El LI 11)1 LI 0H peak, splice, and heel plates Connect diagonal at / / / / continuous Bearing _G �-nc+ / Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for ma eP eP`t - � ength, not addressed by this detail, 4.wwWARNINOO.1 ww READ AND FOLLOW ALL NOTES THIS DRAWING 0`� OG'N�C wPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 'DREF ASCE7-10—GAB12015 A wIN Trusses require extreme care in fabricating,handling,shipping,Installing and bracing, Refer to and 4 /\ follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety 19675 7 DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. r Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord /, ��LO�� .a shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs /� DRWG A12015ENC101014 shall have bracing installed per BCSI sections 83,B7 or BID,as applicable. Apply plates to each face of truss and position a shown above and on the Joint Details,unless noted otherwise, 0 16/2017 I i Refer to drawings 160A-Z for standard plate positions, AN ITW COMPANY Alpine, n division of ITW Building Conponentsi Group Inc.shall not be responsible for any deviation fron ^ O,�O ('c.I.�N this drawing,any fnilure to build the truss h conformance with ANSI/TPI 1,or far handling, shipping, �I, ] /-l7 installation d bracing of trusses. a• e v MAX, TOT, LD, 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 7 8d.20,199 engineering responsibility solely for the design shown. The suitability and use of this drawing N�/ -- 13389 Lakefront Dnve for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. OLDW Earth City,MO 63045 For more information see this Job's general notes page and these web sites: ALPINE' www.alpineitw.comi TPD www.tpinst.orgi SBCA:wwwsbcindustry.orgi ICG www.lccsafe,org MAX, SPACING 24,0' R.nwwm 81.1//flt 7