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Plans (394) MS i.-O\-4 - 0S 1.: -(1: . ,L ( 66L22-2At CA-- ik,_'s aj , iii 3181d M01I 9 SI .. ft? 118 dI X10 IE fr1 ' d007d 3H1 NI dfl sI 14830 77E31p . 17? IH1 JO NOI180d U dI Adla3A 17 M 0 m 183O21I9 FOC I i„ .--.....-rr-ox , 4 1 crm-1 •'S I- m W oo2m� m BIMzo .wr- _ 2 == Ira II III 1 2 I. i 11=1= W MINT 0corigmmL 111:::11L_11.NM m cn — MilliMMIN r m Il r9j1 o u'" I� o 111111161141 S ----- - -Ara m• .--_:.:• LGE FGE —'— z 0 C. oo i'li- Customer: PARR FOREST GROVE 7D =oo Desc. : RVR SIDE 3382 ABC F oor M skim 0 0 e- CO ADDRESS: master M m zz Designed by: BILLY BREESE ".-. o cn .. ... . ......._..�, .• or.:.lIK T. •MW:.rA 7.aJ:JIn W t.11t'�1[rlt).p1.• Alpine, an ITW Company 4' 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6H7175Z2305074458 DEC E C 1 3 2 fj�J Truss Fabricator: e� f , Truss Components of Oregon > Job Identification: 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor N -- master tet OR 7 , 1, i .r Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) , PROp1. Engineering Software: Alpine proprietary truss analysis software. Versions 15.02, ' ;' . SS, Truss Design Loads: Roof - 42 PSF e 1.15 Floor - 57 PSF 0' 1.00 Duration ��G'N��'P' 10 83294PE Zs Wind - 120 MPH (ASCE 7-10-Closed);120 MPH (None-Closed) 4t Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 'A4 .y�r14,zod'' Tan�� record, as defined in ANSI/TPI 1. ss 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 RIM- _':4'2018 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:44:00 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02366--AGE 17338320 12/04/17 2 02367--A 17339012 12/05/17 3 02368--A1 17338329 12/04/17 4 02369--BGE 17338321 12/04/17 5 02370--B 17338312 12/04/17 6 02371--B1 17338318 12/04/17 7 02372--B2 17338323 12/04/17 8 02373--EG 17338311 12/04/17 9 02374--F 17338332 12/04/17 10 02375--FGE 17338316 12/04/17 11 02376--FGEB 17339013 12/05/17 12 02377--I 17338317 12/04/17 13 02378--K 17339014 12/05/17 14 02379--KGE 17338314 12/04/17 15 02380--G 17338319 12/04/17 16 02381--G1 17338315 12/04/17 17 02382--C 17339015 12/05/17 18 02383--L 17338330 12/04/17 19 02384--LGE 17338313 12/04/17 20 02385--HG 17339016 12/05/17 21 02386--H 17339017 12/05/17 22 02387--IGE 17339018 12/05/17 23 02388--MG 17338331 12/04/17 24 02389--GG 17339019 12/05/17 25 02390--RT1 17338328 12/04/17 26 02391--RT2 17338325 12/04/17 27 02392--R13 17338322 12/04/17 28 02393--RT5 17338326 12/04/17 29 02394--XG 17339020 12/05/17 30 02395--DG 17338324 12/04/17 31 02396--BP 17338327 12/04/17 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - AGE ) op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the appropriate lot chord 4x2 HF #2 span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud lottom chord checked for 10.00 psf non-concurrent bottom chord live load a lied (aw) 14 plate(s) require special positioning. Refer to scaled plate ler IRC-12 section 301.5. PP plot details for special positioning requirements. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead 'russ must be installed as shown with top chord up. load is 1.50. 'asten rated sheathing to one face of this frame. Ise of truss designs for any particular project is the responsibility if the building owner or building design professional. engineer of record shall approve truss designs prior to fabrication. 11-4-0 W=3X5 1 i U L L .. � JjLi U� L' Ir - L 1-6-0 I I I I 1 Il 1-0-0 If 1 1-6-01 I l i trl r lr I n/ �I � , o_1-0+ 9.0.0/j/�/�// /, /. ��///� / / / / 7//7/�// � / 7/ ' 3X5= 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) -- 3X5(**) = 3X5(**) 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) = 3X5(**) — 3X5(**) 0-1-8 W=3X5= Bo-1-8 -LL 17-10-8 1-5-8J I‹ 20-3-0 Over Continuous Support { R=64 PLF W=20-3-0 late: All Plates Are 2X4 Except As Shown. iso PROFF Design Crit: IRC2012/TPI-2007(STD) �, S LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02..e .C313N F, •`��0 OR/-/1/-/-/R/- Scale =.375"/Ft. lis825 ComponentsofOregon (503)357-2118 ';1WtRNI RNI H HEAD aro FOLLOW ALL norms ON THIS DRAWING! �� �TC LL 40.0 PSF 825 N 4thAve,Cornelius OR 97113 "i'vam"nr'• """Is"THIS aware m ALL�mAcmas INCLUDING Tie INSTALLERS. REF R7175— 2366 Trusses require extremacare In fabricating, handling, shipping. installing and bracing. Refer to oral follow /m/� the latest edition of BCSI Building Component Safety Information, by TPI and 5TCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top cMrtl shell have properly attached structural sheathing and bottom chord shell have a properly attached i C DL ..., ==%.,T;4;71.37 kpcatiens shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 7.0 PSF DRW CAUSR7175 17338320 4 r� �0��_ or as applicable. Apply plates to each face of trussand position as sheen wn above and on I� N the JointDetails, unless noted otherwise. Refer to drawings 100A-Z for standard plate positions. Alpine. a division of 1Tg Building Components Group Inc. shall not be responsible for any deviation From this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH awing• any fatruss In conformance with ANSI/TPI 1• or for handling, shipping, AN ITW COMPANY �rrfailure to build the ins., .bracing of trusses. 13, '�Lty 14,2O TOT.LD. 57.0 PSF SEQN- 29402 ...i on this drooling Sr sayer pege listing this Crewing, Indicates acceptance of Professional engineering use 'welt an s, DUR.FAC. 1 .00 FROM BB responsibility solely fbr the resign.leen. The suitability and uof this emerging for any structure Is the 8351 Rovana Circle reepan.ibn sty of rile gun met ng Design.,pAnSI/TP1 T See.2. Sacramento,CA 95828 For more information sea thls,nb a general rotas page and rises web sites: SPAT;I N(; 74_C1'n Renewal 8/30/2018 .1RFF— 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - A) "op chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 DF-L #1&Bet. bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the :alculated vertical deflection is 0.31" due to live load and 0.20" due appropriate span rated glue-nailed wood sheathing. :o dead load at X = 10-3-0. See detail DEFLCAMB1014 for camber •ecommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per 1RC-12 section 301.5. )eflection meets L/480 live and L/360 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 30" Typ. 1.5X3 III III W=3X5= 1.5X34X8 4X8= 3X5= 3X3= 3X5= 1.5X3111 1.5X3111 1-6-0 + 1:' NII.III.IIIII% 1 + ..-- 9-0-0 4X8- 4X12- 3X3= 3X3= 4X120/=3X5= 4X8-- 0"12 X8=0"12 • 0"12 5-2-4 5-1-8 2-1-8 2-7-8 5-2-4 •- 20-3-0 Over 2 Supports >1 R=1154 R=1154 W=2.5" gEo PROP, Design Crit: IRC2012/TPI-2007(STD) .. SS LT TYP. Wave FT/RT=10% 0% /4 0 16.01 .�e ,C63N ( ) ( ) F4. O OR/-/1/-/-/R/- Scale =.411/Ft. ussComponents ofOregon (503)357-2118 ••WARNINM•• READ Aro FOLLOW ALL.NDiES ON THIS ORNNIN0I I 825 N 4th ..IMPORTANT T.Cornelius OR 97113 ••IIPORTAN • FINNISH THIS DRAWING'MALL CONTRACTORS INCLUDING THE IRsru,LBls. iiif 83294PE . TC LL 40.0 PSF REF R7175- 2367 Trusses require e•treeo re In fabricating, handling, shipping, installing and bracing. Refer to afollow a the latest edition of BCS!( and GBuilding Component Safety Information, by TPI and WSCAI for safety practices prior IL 10.0 PSF DATE 12/05/17 to performing these functions. Installers shall provide temporary bracing per sm. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid tailing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 12!05/2017 :C DL 7.0 PSF DRW CAUSR7175 17339012 sections B3, 87 or 610, as applicable. Apply plates to each face of truss and position as shown above and on �1- of I the Joint Detail=. unless hated otherwise. Refer to drawings 100A-Z for standard plate positions. 0.0 PSF CA—ENG JCJ/RTT A �� I �1 Alpine, a division of ITB Building Components Group Inc. shall n t be responsible for any deviation from this OREGON BC LL drawing, any failure to build the AN ITB COMPANY ; ngtruss in conformance filth ANSI/Tpl 1, or for handling, shipping, ata!Iation a brat!ng of trusses. 1$1 4, /LY 14,Z0� TOT.LD. 57.0 PSF SEAN- 136869 �, A weal an this drawing or cover page listing this drawing, indieetee acceptance of proReeleci engineering _l1 ` responsibility solely for the design shown. The suitability and use of this drawing fora stnwtu..is the V s 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. '" Be Jj Tan - DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more Information see this Jobs general .notes page and these web sites: a,.•r. ..-----•-•--._...--- .a.. ..-.-..--•_ . ser... ...._. Renewal 6/3012018 SPACING 24.0" 1RFF- 1WAH7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - Al ) "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom chord checked for 10.00 psf non-concurrent bottom chord live load appropriate span rated glue-nailed wood sheathing. applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. ** THIS TRUSS IS NOT SYMMETRIC --- INSTALL AS SHOWN ** "RUSS IS DESIGNED ONLY FOR THE BEARING CONDITION AS SHOWN 16.5"J 5-3-0 1=) 7-10-8 `I- 5-3-0 -I 30" Typ. 3X3= W=3X5= 3X5= 3X5= 3X5= 1-s-o :71----------------- 1 4—T— 0.00" --114.„. L � t 1-s-o- 3X3= 3X3= 3X5= 3X3= 3X5= 3X7 W=3X5 (C 7-11-8 >1< 12-0-8 2-6-12 _I_ 2-6-12 �4 $ 2-7-8 2-6-12 _i_ 2-6-12 1-6-0 2-6-12 _I_ 2-6-12 0"12 I` 5-2-4 >4„a` 2-7-8 + 5-1-8 �1-6-0 � 5-2-4 lac 20-0-0 Over 3 Supports R=457 R=1278 W=5.5" R=626 late: All Plates Are 2X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) 1E P 'LT TYP. Wave FT/RT=10% 096)/4(0) 16.01 .Vii,AALl!'�`rSi OR/—/1/—/—/R/— Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 e101,1041M1.. READ AND FOLLOW ALL mans ON THIS DRAWING, C/ ,Q � TC LL 40.0 PSF REF R7175— 2368 825 N 4th Ave,Cornelius OR 97113 dal rANrte FURNISH THIS DRAWING Tg ALL Maes !mamma THE iNsrAu liras. (u 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow A. the latest edition of aCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior . 1 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, /" - DL 1 0.0 PSF DATE 12/04/17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ie rigid calling. Locations sham for permanent lateral restraint of webs shall have bracing installed per 8 BC DL 7.0 PSF DRW CAUSR7175 17338329 A L1 =N, .... sections e3, a7 or ono. As applicable. e. ester to each race of truss and s L J IE the olnt Detour, unless noted cable. A. Rafar to drawn aced position a shown above and on 12/05/2017 drawings Z for standard plate nyw eviat, BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a y division of BTW dtheBuilding truss ntscon group Inc share not be responsibleham for any shipping, frau this OREGON drawing, any•brace to of the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN BTW COMPANY Installation.bracing of trusses. /5 4%1'14,204 .ml- .p 0e TOT.LD. 57.0 PSF SEQN- 34162 w A s..I an this drawing or bower alae listing this drawing, indicates acceptancee or pP8?me Ion.l engineering (0 VLY 14,20V_ t responsibility wanly Tor the design.howl. The ruitabl I ity and deo of ania droning far any.tractor&le the \ DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle r..polwlblllty or the Building Designer per ANSI/TPI 1 S.e.2. S e'g Tan. /� ^,r /� Sacramento,CA 95828 For more information see this fob's general notes page and these web sites: SPACING_ Ari.l/f' . .__._... . ,,,.. .._..-- a ,. ...._.. . l!1 JRFF- 1WFTH71757�3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - BGE ) op chord 4x2 HF #2 (**) 12 plate(s) require special positioning. Refer to scaled plate lot chord 4x2 HF #2 plot details for special positioning requirements. Webs 4x2 DF-L Stud or Standard leflection meets L/480 live and L/360 total load. Creep increase factor for dead pertomIRC-12rd sectioned 301.fo5 10.00 psf non-concurrent bottom chord live load applied oad is 1.50. sheathing is required for any longitudinal(drag) forces. All connections to be Truss must be installed as shown with top chord up. lesigned by the building designer. Fasten rated sheathing to one face of this frame. 3X5(**) =-- 3X5(**) = 3X5(**) .--- 3X5(**) =-- 3X5(**) = 3X5(**) 1 J 3 Ll _ 4 L U Li ki 4 - 1-0-0 1 1 -0 I 1 f 1 El I f I_ I 1r I I 1 l�—I 1 1 1 1 1 0 // / s f, 9-0 0 0-6-0 , //////, ////.1/114 /, , //�////„/7 ////// //// /7///,//// --f- 3X5=-2 3X5(**) -- 3X5(**) = 3X5(**) - 3X5(**) - . 3X5(**) = 3X5(**) i' 17-9-8 �I 0-1-8 �1 4I-- 17-8-0 `1 k17-9-8 Over Continuous Support R=64 PLF W=17-9-8 late: All Plates Are 2X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) litso PROp� LT TYP. ITWBCG Wave FT/RT=1Ca 0% /4 0) 16.01 .►ae a� j�ll.�`�s'i OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 *�NIARNING'** READ AND FOLLOW ALL NOTES ON THIS DINING' T(? TC LL 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT.. FURNISH THIS CRANING m ALL CONDUCTORS INCLUDING THE INSTALLERS. +, REF R7175- 2369 Trusses ,� 40.0 PSF require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 83294PE the latest edition of BCS' (Building Component Safety Information, by TPI and NTCA) for safety practices prior �.- DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwise. 4111101 Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations snore)for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338321 A L1 O`0 N E the Join 8D a7 or Eliounless as noted otherwise. applicable. Apply ferias to each faceoof truss and position as shown above and m L J the Joint Details. unless noted o<herv,i se. Refer La drawings 180A_Z for standard plate positions. 12/05/201 7 Alpine, a division of ITN Building Components Group Inc. shall n t be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWN/GWH a Ing, any failure a bulla the truss in with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. e TOT.LD. 57.0 PSF A seal an thes mrwinp or toyer papa 1IKlro this drawing, indicates seseptalmas of professional «lgllmsarlro 4 SLY 14e 2t 0 SEAN- 12870 REV responsibility seisiy rbr the design einem. The suitability and use or this drawing for any stn.ietre is the 5. 8351 RovamaCircle raeparmi+ley or M.Building Designer per ANSI/TPI ,s.e.s. V sell Tao DUR.FAC. 1 .00 FROM BB SaclameaMXA 95828 For more Information see this Job's general rotes page and these web sites: e1.rc. n.. p g SPACING 24.0" JRFF- 1W6H7175723 I 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - B THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'op chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging tot chord 4x2 HF #1&Bet. recommendations. Webs 4x2 DF-L Std/Stud lax JT VERT DEFL: LL: 0.22" DL: 0.23". See detail DEFLCAMB1014 for camber Deflection estimate assumes composite action with single layer of the appropriate 'ecommendations. span rated glue-nailed wood sheathing. chfor leflection meets L/480 live and L/360 total load. Creep increase factor for dead pertom IRC-12rd sectioned 301.5 10.00 psf non-concurrent bottom chord live load applied oad is 1.50. Truss must be installed as shown with top chord up. I f 7-10-8 H- 24.5" -A- 7-10-8 30" Typ. 2X41 II 3X10= 2X4 iii 3X5= 3X5= 2X4 III 3X10= 2X4 III -11114%.4141141:- -00°. -7 40,..000°°°'' %%%%%%44 1-6-0 ., 9-0-0 V 3X10= 2X4 iii 2X41 II 3X10= 3X7= 3X7 2-6-12 I_ 2-6-12 2-7-8 2-2-0 ��� 2-6-12 _I_ 2-6-12 0"12 5-2-4 '�` 2-7-8 ..f., 2-2-0 5-2-4 I 2-7-8 l17-9-8 Over 2 Supports >I R=1014 W=2.5" R=1014 Design Cr i t: I RC2012/TP 1-2007(STD) Q,EO PRo,I. LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.rA ,a,plAt tilb,s'rk 4 OR/-/1/-/-/R/- Scale =.375"/Ft. -Liss Components ofOregon (503)357-2118 a"WAIatlINGI"" IIFJOAND FELLOW LL NOTES aNTHIS CRAVING! 411Na TC LL 825 N 4th Ave,Comelius OR 97113 ""Itircim Nre monism THms maim To)w.commixes mamma THE INSTALLERS. 14,Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow ��� � 40.0 PSF REF R7175- 2370 the latest edition of SCSI (Building Component Safety Information, by TPI and%RCA) for safety practices prior I.Li 0,,-'- DL 10.0 PSF DATE 12/04/17 fY o performing Lhasa functions. Installers shall provide temporary bracing per 6CS1. Unless toted otherwise, ` top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338312 ��� i sections 83, 87 or 610, as applicable. Apply plateso to each face of cru and position as shown above and on 1 Lie Joint Details, 10, a no d A Refer to eings ac0A_Z trussfandepo plaon asslh ons. 12/05/2017 �; Alplre, a tlivisian of ITw Bui ltling rempamm�ts Group Ina. shall not be responsibia far anry tleviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/CWC awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �� AN ITW COMPANY Installation A bracing of trusses. .p t TOT.LD. 57.0 PSF A seal .n SOle drawing or cover peso Slating tall.drawing, indicates•ooro..noe ar prof..../bnel engineering G `ULY 14,20� 0 SEQN- 29306 r..poneibl I Sty solely?Or the design worn. TIN suitability and woe or this droving for.,y structure S.the SQy DUR.FAC. 1 .00 8351 RovanaCircle reepor IbSuIty of the Building o..igeer per ANSI/IPI 1 see.2. "elf Tar' FROM BB Sacramento,CA 95828 For more Information see this Jab's general rotes a and these web sites: _ page SPACING 24.0" ARFF- 1W6H7175723 I 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - B1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #1&Bet. recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate lax JT VERT DEFL: LL: 0.22" DL: 0.22". See detail DEFLCAMB1014 for camber span rated glue-nailed wood sheathing. *ecommendations. leflection meets L/480 live and L/360 total load. Creep increase factor for dead pertomfor IRC-12rd sectionched 301.5 10.00 psf non-concurrent bottom chord live load applied oad is 1.50. Truss must be installed as shown with top chord up. 24.25" 7-10-8 ..1_, 'I- 7-10-8 r 30" Typ, I 2X4111 3X10= 2X4111 3X5= 3X5= 2X4111 3X10= 2X4 III 1-6i-0 _1: %%%,_ . .....°° 1 +9-0-0 , 3X7= 3X10= 2X4111 2X4111 3X10= 3X7= 2-6-12 I_ 2-6-12 2-7-8 2-1-12 2-7-8 2-6-12 L. 2-6-12 0"125-2-4 'f` 2-7-8 �` 2-1-12 + 2-7-8 I 5-2-4 17-9-4 Over 2 Supports .-1 R=1013 R=1013 Design Crit: I RC2012/TPI-2007(STD) �E � O pRQfiF3+ LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.'t `r/ t�9�E. • OR/-/1/-/-/R/- Scale =.375"/Ft. -uss Components ofOregon (503)357-t118 a ILMININGI" AND READ AFOLLOW ALL raps ON THIS DRAWINGI 'I• Qi N1 TC LL 40.0 PSF REF R7175- 2371 825 N 4th Ave,Cornelius OR 97113 .41rGRTAHT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4/ 83294PE Trusses require extreme C . Component Safety Information, by TPI and aTCA1 far safety practices prior re In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingDL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17338318 II ,4 r� �O`� sections B3, G7 or as applicable. Apply plates to each face f truss and position as shown above and on 12 05/2017 J the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. Alpine, a division of ITN Building Components Group Inc. shall not 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 ITWCOMPANY installation a bracing of trusses. t't/tY 04 c TOT. D. 57.0 PSF L y f. A seal .n this drawing or cover pegs listing nils drawing, indio.t s accept nce of pr. ..lonel engineering (j 94, 0 SEQN- 29304 r..pee.lbllity solely for thaw design shown. Ths suitability end laws of this drawing for ern structure is the responsibility Of the Building Designer per A 8351 RovanaCircle rNeI/TPI 1 S.o.2. *eels Taos- DUN.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, ah.,r. ....... ---. n,. .._._. _-,_ __-. r.. ........ -.-- - 0..eeneela,In,ar14a SPACING 24.0" 1RFF- 1WAH7175723 J 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - B2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #1&Bet. recommendations. Webs 4x2 DF-L Std/Stud lax JT VERT DEFL: LL: 0.25" DL: 0.27". See detail DEFLCAM61014 for camber Deflection estimate assumes composite action with single layer of the appropriate 'ecommendations. span rated glue-nailed wood sheathing. leflection meets L/480 live and L/360 total load. Creep increase factor for dead pertomfor IRC-12rd sectiioned 301.5 10.00 psf non-concurrent bottom chord live load applied oad is 1.50. Truss must be installed as shown with top chord up. ( 8-0-0 I +I_ 25.125" A_ 8-0-0 30" TYP• H 2X4111 4X8= 2X4111 3X5= 3X5= 2X4 III 4X8= 2X41 II 41144444414 .. t- 1-6-01-6-0 It , '"'- fl f1;7%% %%% . -0.0°1°....°. 9-0-0 1+ 3X7= 3X10= 2X4 HI 2X4 III 3X10= 3X7 y 0"12 2-6-12 5-2-4 2-6-12 _L 2-7-8 2-4-2 �[ 2-9-0 "1" 2-6-12 5 2-4 2-6-12 �� F18-1-2 Over 2 Supports i R=1031 R=1031 W=3.875" Design Cr i t: I RC2012/TPI-2007(STD) �,�E' PROS-S LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.' 1,i[ c HV `r/• OR/-/1/-/-/R/- Scale =.375"/Ft. vss Components of Oregon (503)357-2118 ';1MIRNINGI" READ ANO FOLLOW ALL NOTES a THIS DRAWING! 4r2...,g;;;;;IW TC LL40.0 PSF825 N 4th Ave,Comelius OR 97113 .'IIPORTANr' PII NISH THIS DRAWING m ALL CONTRACTORS INCLUDING TIE INSTALLERS. REF R7175- 2372 Trusses require extreme c re in fabricating, handling. shipping, installing and bracing. Refer to am followthe latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing Chase functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly aM attached structural sheathing abottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI :C DL 7.0 PSF DRW CAUSR7175 17338323 T. sections 03, B7 or 010, as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 Ail II L 1 eC the Joint Details, unless noted otherwise. Refer to drawings 169A-Z for standard plate positions. Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build a truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inateIIation a bracing of trusses. "I'/ �* C TOT.LD. 57.0 PSF A NN seal ah this drinp er sewn papa listing this drawing, indicates eeses or apt nProfaesia.el engineeringG 1'Y 14.20 el SEQN- 29302 rNoh psibility solely fbr the design shawl. The suitability and use of thle drawing he any structure la the 8351 Rovana Circle '°Pansibllity of the Building Designer per ANSI/1P1 {�1 Dec.2. sell Tan's OUR.FAC. 1 .00 FROM BB Saclamento,CA95828 For more information sea this Job's general notes page and these web sites: — _ n,.w. ....-.._._,__._...---, ____--- o...........i asInion4a SPACING 24.0" 1RFF- 1W6H7175773 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master OR - EG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. "op chord 4x2 HF #1&Bet. :T2 4x2 HF #2: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud ipecial loads Deflection estimate assumes composite action with single layer of the (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) appropriate span rated glue-nailed wood sheathing. TC- From 100 plf at 0.00 to 100 plf at 31.36 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 14 plf at 0.00 to 14 plf at 31.36 load applied per IRC-12 section 301.5. TC- 1153.74 lb Conc. Load at 13.14 Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. ** THIS TRUSS IS NOT SYMMETRIC --- INSTALL AS SHOWN ** "RUSS IS DESIGNED ONLY FOR THE BEARING CONDITION AS SHOWN 1 2-9-0 '16.5_+ 5-3-0 9_.87 " 4.875" 1-�30" Typ. �- 12-10-10 -I=f� 7-10-8 -1 '� 3X3 3X3= 3X5= 3X5= 5X14= 4X8= W=3X5= 3X5= 3X5= J _ _ ._ �T2 1-6-0 \ r �� �+ \ /� 1-6-0 r W=3X5= - 3X3= 3X5= 3X3-:- 5X1 = 3X10= 3X7= 3X5= 3X10= -4-0-8 ,-l< 11-5-8 >1< 15-10-6 ›..I 0"12 2-7-8 0-6-012-6-12 _ _2-6-12 {11 6 2-8-14 2-3-4 2-6-12 2-6-12 2-7-8 66."746L2-7-8 2-6-12 _I_2-6-12 2-8-4 -`1-6-aI` 5-1-8 ''11.�` 2-8-14 -`2-3-4 'I` 5-1-8 -I< 2-7-8 ' < 2-7-8 �` 5-2-4 1.31-4-6 Over 4 Supports >I R=298 R=738 W=3.5" R=2967 W=5.5" R=726 W=3.875" dote: All Plates Are 2X4 Except As Shown. '�p PROF Design Crit: IRC2012/TPI-2007(STD) �� F`rS LT TYP. Wave FT/RT=10%(O%)/4(0) 16.01 .re a S, 3 N E . 'O OR/-/1/-/-/R/- Scale =.25"/Ft. uss Components of Oregon (503)357-2118 e'WARNINGI" READ NO FOLLOW ALL NOTES ON THIS WAVING! 825 N 4th Ave,Comelius OR 97113 'aINFGRTANra• FURNISH THIS mA.mG m ALL CONTRACTORS imam=THE nnTALLERs, Lid83294PETC LL 40.0 PSF REF R7175- 2373 Trusses require extreme re in fabricating, handling, shipping installing and bracing. Refer to and follow ` , the latest edition of GCS) (Building Component Safety Information, by TPI and WSCA) for safety practices prior0.../...... IL1 0.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, op chrd 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 BCSI C DL 7.0 0 PS F ,4�1 O�� ... sections G3. G7 or Gto. as applicable. Apply plates m ram of truss and position as mown above dna m 12/05/2017 DRW CAUSR7175 17338311 L the Joint Details, unless noted otherwise. Refer to drawings/80A_Z for standard plate positions. Alpine, a eivislon of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT rista awing, any failure to build the truss in conformance with ANSI/Tel 1, or for handling, shipping, AN ITW COMPANY 1rld et ion a bracing or trusses. s A .eel on this dr wing or cover page listing this drawing, indicates acceptance of profr..lan.l engineering �4 ICY 14,20154m TOT.LD. 57.0 PSF SEQN- 30857 coverresponsibility eelrig Nbr tee d SI n.row,. The suitability and use of MIS drawing for any structure it end 4 N. 8351 RovanaCircle rcpon.ibitity of the Building Designer per ANSI/TO1 1 S.e.2, se VI Tar OUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites; ._.__.-...__ m.. Renewal 6/30/2018 SPACING 24.0" 1RFF- 1WAN7175773 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - F ) op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. Webs 4x2 DF-L Std/Stud for Reflection meets L/480 live and L/360 total load. Creep increase factor for dead pertom IRC-12rd sectioned 301.5 10.00 psf non-concurrent bottom chord live load applied oad is 1.50. Truss must be installed as shown with top chord up. 5-3-0 7.87 " 4.875" f` —I—' 13-0-0 —'1— 7-10-8 3011 TYP• { I- -� 3X7 = 3X3 3X5= W=3X5= 3X10= 3X3= 3X7= 3X3-- �! " 0-0 9 3X5= 3X10= 3X10= W=3X5= 3X7= 3X5= 3X5= 10-10-6 16-3-14 0"12 9"6 6"6 2-6-12 2-6-12 2-6-12 2-6-12 2-6-12 2-6-12 2-7-8 2-7-8 2-6-12 2-6-12 0"12 5-2-4 9"6 5-1-8 5-1-82-7-82-7-8 5-2-4 I27-2-4 Over 3 Supports R=550 W=1.875" R=1846 W=5.5" R=818 W=3.875" late: All Plates Are 2X4 Except As Shown. ¢�O PROP , Design Crit: IRC2012/TPI-2007(STD) 1G S 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02..e AC6l3NF `r�0 OR/-/1/-/-/R/- Scale =.2511/Ft. lass Components of Oregon (503)357-2118 ••WARNINGI•• REPO AND FEUD,ALL NOTES ON THIS OWNING! �j 4/ ' 825 N 4th Ave,Comelius OR 97113 ”IMPORTANT.. FURNISH THIS OWNING To ALL CONTRACTORS IMM DING THE INSTALLERS. Q.'Lu 83294PE • TC LL 40.0 PSF REF R7175- 2374 Trusses require extreme in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCsi careBuilding Component Safety Information, by TPI and WTCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing end bottom chord shall bases a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338332 LF0H N^ sections 83, G7 or unless ass noteappld Other Apply Refer to dr each faceoftress and rdait to as shove ebOVe and m A 1 'llLrr-��--' the Joint Details, u lea natatl Otherwise. Refer to drawings,BGA-Z far standard plata positions. OREGON BC LL Aspire, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this 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 Irwcornw,nly installation,bracing of trusses. �4 1/014,2044 TOT.LD. 57.0 PSF SEQN- 29295 • *eel on this awing or cover pegs listing this drawing, Indicate,acceptance of prfeewianel engineering responsibility solely Pb.-the design*bees. 'Pb.oultS.,e.y and use of this droning Tor any structure le the s8ePB Tan`� DUR.FAC. 1 .00 FROM BB 8351 Rovena Circle responsibility or the Building Deelgxer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information sae this Job's general notes page and these web sites: .....tr. ........_._:_-._...__-. .h,. . .. ---. »,r... .._...._._.-_. . Renewal 6/30/2018 SPACING 24.0" .IRFF- 1W6H7175773 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - FGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 Full Height Blocking reinforcement required to lot chord 4x2 HF #2 prevent buckling of members over the bearings: Webs 4x2 DF-L Std/Stud bearing 1 located at 0.00' reflection estimate assumes composite action with single layer of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. load applied per IRC-12 section 301.5. )eflection meets L/480 live and L/360 total load. Creep Increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All :asten rated sheathing to one face of this frame. connections to be designed by the building designer. 1 .5X3 III 1 .5X3 III 1 .5X3 III ■ q 1-6-0 3X5-- 111111.13x5(**)11 '"--- 1-6-0 •/ :1: 4_9-0-0 i 0-6-0 Pr 4 1 .5 3 III 1 .5X3 III 1.5X3 III k---1-7-8--->i 0-1 -1-7-8- 0-1-8 _IL_ 1-6-0 J 1-7-8 Over Continuous Support rw- R=64 PLF W=1-7-8 Design Crit: IRC2012/TPI-2007(STD) *,'BEV RD LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .IA I X 06N F e • OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-1118 •"WARN INGI"• READ A/D RUM AU.NOTES ON TNis ORPRINGa ,c 825 N 4th Ave,Cornelius OR 97113 ""11rORTANr•• FURNISH,NIS COMING m ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE li TC LL 40.0 PSF REF R7175- 2375 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �/ the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 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 BCsi C�1 :C DL 7.0 PSF DRW CAUSR7175 17338316 ,4 fl sections B3, 87 or 610, as applicable. Apply plates to each face of trussand position as shown above and an 12/05/2017 II ,L=q rw the Joint Details, unless noted otherwise. Refer to drawings 100A-2 forstandard plate positions. Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation tram this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing t or trusses. A r A a r wpw on b thly solely or cover sign listing sale.drsuiwing,tability indicates ofacceptance dr of g.far.aiyn.l dors Is t G_h8eti .%'-14,2 �� DUR.FAC. 17 00 PSF SEQN- 34167 r..p.n.ib111ty wimpy for the design shown. 7M ne1LW11 Its YRI use of this drawing ter any IrtrYeCu-.Is this V 8351 RovanaCircle responsibility of w Building Designer per ANSI/TPI ,Sne.2. FROM BB Sacramento,CA 95828 For more information see this Jobs general noted and these web sites: _ page Ratrea...i B,anr2EMR SPACING 24.0" 1RFF- 1W6H7175773 I :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - FGEB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 8 plate(s) require special positioning. Refer to scaled plate lottom chord checked for 10.00 psf non-concurrent bottom chord live plot details for special positioning requirements. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. sheathing is required for any longitudinal(drag) forces. All connections Fasten rated sheathing to one face of this frame. :o be designed by the building designer. 1.5X3 III 1 _1 J Li Li _I u - 1 1-6-0 ' 0-4-0 1-6-0 I F l -.1f l l Il I I 11 l l f " i p ! 9-0-0 /./, //��, /// /�/,, //////i// / //// 3X5= 3X5(**) =3X5(**) =3X5(**) -3X5(**) -3X5(**) -3X5(**) =3X5(**) =3X5(**) = 1.5X3 III W=3X5- R=40 PLF W=20-3-0 Jote: All Plates Are 2X4 Except As Shown. ��0 PROF Design Crit: IRC2012/TPI-2007(STD) LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .. . SN `r/ .� L 4 • OR/-/1/-/-/R/- Scale =.4375"/Ft. vss Components of Oregon (503)357-2118 *nWARNINGI** READ ARD FOLLOW ALL NOTES ON THIS DRAWING! ow relir 1W TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 "' TA'+r' FURNISH TM'g ' To CONTRACTORS INCLUDING SHE INSTALLERS. REF R7175- 2376 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and foll �r- the latest edition of BCSI (Building Component Safety Information, by TPl and 1YTCA) for safety practices prio / DL 10.0 PSF DATE 12/05/17 o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached struetpral sheathing end bottom chord shall have a properly offsehod rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing Installed per Bcsl 2/) )/ 1 C DL 7.0 PSF DRW CAUSR7175 17339013 rI actions B3, B7 or 810. as applicable. Apply plates to each fare of trussand position as shown above and on l2/05!201/ /■�I Q,- I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. BC LL �� IU. ' v Alpine, a division of IT.Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA—ENG JCJ/RTT drawing, any failure to build a truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Inets IIatTon f bracing of trusses. '� �✓�r 0e r TOT.LD. 57.0 PSF grow A seelopo. Ib thisy solely Sr dams saga listing this uidrawing,it indicates endme ar enS roa g tS erte s ureIsengineering 4s elf°Tar t� DUR.FAC. 1 .00 FROM 8697550 reeponaeeel sty solely Pbr the design growl, The suitability end me of this drawing for arpr structure wa the 8351 Rovana Circle r.aporowerl ley of err egr latro Designer per ANSI/WI e/ipe t Sae.2. Sacramento,CA 95828 For more information see this Job's general .notes page and these web sites: _ _ ._,__._...__ . m,. ______. etc.. ..__.. _, _ ___. ,.. Rwnewwl tuani2HSPACING N�i 240R " JRFF 1W6H717572.3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - I ) "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRI8R1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate his truss spaced a 24.0" OC supports additional concentrated load at left end span rated glue-nailed wood sheathing. 'rom 8.00' stud wall (10.00 PSF) supporting 2-0-0 roof spans with 1-0-0 overhang. :oof load: 25.00 psf LL and 15.00 psf DL. ("`") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. "russ must be installed as shown with top chord up. nstall truss oriented as shown. __= DO NOT REVERSE ___ 6-9-6 - 17" � —I_ 10-6-6 -I 30" Typ. 1 2X4(**) III 3X3= 2X4111 3X5= 2X4 III 2X4 III 3X5= 3X3111 3X3= 2X41 II 9 - L + _ _ L 1 1-6-0 [ MOOR +9-0-0 2X4111 3X3= 3X5= r 3X7= 3X5= 3X3= 141-4—C „-.11.--1..-—10-8 >i<3X3-- 5-5-14 >I I` 1-7-2 'I` 2-6-12 5a-8 2-6-12 1_6_8 2-6-12 5-1-8 2-6-121"14 2-6-12 _I_ 2-6-12 0"12 > 1■c 1" 4 5-2-4 18-8-12 Over 3 Supports >I R=1184 W=5.5" R=1130 W=3.5" R=285 W=1.875" �Eo PopR Design Crit: IRC2012/TPI-2007(STD) 4 S 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02..' 1 .0614E- S, • OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 "'WARNING!"" READ AID MUM ALL NOTES ON THIS DROVING! .G/O q. ' 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 ""IMPORTANT• FURNISH TMIS OWNING To ALL CONTRACTORS INCLUDING me INSTALLERS. 83294P E . iTC LL REF R7175- 2377 Trusses require extrema re in fabricating, handling. shipping, installing and bracing. Refer to arid follow i(" `+/ the latest edition of BCS!(Building Component Safety information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI ,4 n ,O`� suctions 83. 07 to B7o, as applicable. Apply plates to each face or truss and position as shown above and on C DL 7.0 PSF DRW CAUSR7175 17338317 II I J the Joint Details, unless noted otherwise. Refer to drawings100A- 12��5�2�17 Z for standard plata any deviation OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpin, a y vision of ITR Building Components Group Inc. shall not be responsible for arty deviation tram this drawing, any failure to build the truss In conformance with ANSI/Tal 1, or for handling, snipping, AN Irw COMPANY intellatien.bracing of trusses. way 14 ao� rr TOT.LD. 57.0 PSF SE A seal on this drooing or ewer pegs listing this dreang, indicate.acceptance of professional engineering GS t� SEQN— 29300 responsibility of for the design she.,,. TO.suitability.IUD use or this drawing for any aenlcthre is the $@"Tao" DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Building ei guar per ANSI/TPI T See.2. Sacramento,CA95828 For more information Caw this Job's general notes page and these nreb Cites: SPACING 74.()11 "...r. ...... .-:_-._.. r - m m. ......_. Raeannel a7an72n1R 1RFF- 1W6H7175723 :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - K) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the his truss spaced @ 24.0" OC supports additional concentrated loads. At appropriate span rated glue-nailed wood sheathing. eft end: 8.00' stud wall (10.00 PSF) supporting 2-0-0 roof spans 1/1-0-0 overhang. At right end: 8.00' stud wall (10.00 PSF) supporting Bottom chord checked for 10.00 psf non-concurrent bottom chord live !-0-0 roof spans with 1-0-0 overhang. Roof load: 25.00 psf LL and 15.00 load applied per IRC-12 section 301.5. tsf DL. Deflection meets L/480 live and L/360 total load. Creep increase 'russ must be installed as shown with top chord up. factor for dead load is 1.50. asymmetric truss design-Do not install end-for-end. I' 6_9_6 17" I_ 6-0-8 H 30" Typ. 3X3 3X3= 1,5X3111 3X5= 1.5X3 III 1.5X3111 3X5= 1.5X3III -. -001111 - 44141114411114111441.1114111%- - 1_,:01 _ _ 1-6-0 1-6-0 NOMA J — 9-0-0 1.5X3111 � � 3X5- 3X3- 1.5X3111 3X7EE 3X7-- Lei-4-6 -1 X7-- Le1-4-6 -1 L81,8J 1-7-2 5-1-8 1-6-8 5-1-8 10'x. 1 14-2-14 Over 2 Supports >I R=1224 W=5.5" R=1079 W=3.5" Design Crit: IRC2012/TPI-2007(STD) 'L PRD, LT TYP. Wave FT/RT=10%(O%)/4(0) 16.01 .1:5 .+A'h'M�SS OR/-/1/-/-/R/- Scale =.4375"/Ft. -uss Components of Oregon (503)357-2118 " IIARNINGI"" READ AM FOLIA ALL NOTES ON THIS DRAPING! 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** PIANISM THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTN-LERS. h(9 (G 1.0TC LL 40.0 PSF REF R7175- 2378 Trusses require extrema re in fabricating, handling, shipping, Installing and bracing. Refer to aha follow 83294PE i Che latest edition of BC51 care Component Safety Information. by TPI and XTCA) for safety practices prior � ,.::.- DL 10.0 PSF DATE 12/05/17 o performing these functions. Installers provide temporary bracing per BCSI. Unless noted otherwise,top chard shall have properly attached siruttural sheathing and bonen chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have br acing instal led per BC BC DL 7.0 PSF DRW CAUSR7175 17339014 actions B3, B7 or 810, as applicable. Apply plates to each face of truss antl position as shown above and an I' J the Joint Details, unless noted otherwise. Refer to drawings 180A-2 for standard plate positions. 1L��5�21]17 ■ IL 1 N Alpine, a division of ITN Building Components Group Inv. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMA4NY ,nastallatlan.bracing of trusses. TOT.LD. 57.0 PSF SEQN- 136871 • . A.pal an this drawing or ewer page listing this drawing, indium:es acceptance of professional engineering �j_ '110 14,204 9 responsibility pal Ny for to designig eewer. lee ssltwp I ity end use of tfhio dr*oing for.r.structure is to ' t DUR.FAC. 1 .00 FROM BB 8351 RovanaCircle r..pon.muley of the Building Designer per ANSI/TPI t Sss.2. 'tell Ta" Sacramento,CA 95828 For more information see this Jabs general notes page and these web sites: n,.,r. .. mm. — a see s.. SPACING 24.0" JRFF- 1 WRH71757�3 I 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - KGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations. lot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. ") 9 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied leflection meets L/480 live and L/360 total load. Creep increase factor for dead per IRC-12 section 301.5. oad is 1.50. Truss must be installed as shown with top chord up. sheathing is required for any longitudinal(drag) forces. All connections to be Install truss oriented as shown. __= DO NOT REVERSE _ lesigned by the building designer. __ SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 'C - From 124 PLF at 0.14 to 124 PLF at 14.38 IC - From 7 PLF at 0.14 to 7 PLF at 14.38 to additional concentrated load carried on cantilevered end. 3X3 1 = - _ - - 1-6-0 3X5= 1-0-0 1-6-0 1 \ I 1 1 _ 1 I' I I I 1 . I I i I I i I I I 1 1, 1 ,- - - - - - — 3X5= 3X5=���� �./ /i�////��/ �� 0-6-0 L.-1-4-6� 3X3= 3X5(**) -=- 3X5(**) --- 3X5(**) '-- 3X5 **) = 3X5( ) = 3X5(**) 1-7-14 3X5-= 3X5(**) = 12-7-0 5(**) = 3X5(**) 1-7-2 12-7-12 °-41L212:1 1:2_ 12-7-0 J 1 14-2-14 Over Continuous Support >1 R=145 PLF W=12-10-8 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PRO, LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.fRf �`rS t•_ vr/... ' � OR/-/1/-/-/R/- Scale -,5'/Ft. vssComponents ofOregon (503)357-2118 a�WARtiUMi.• READ Ann NUM ALL tons ON THIS DR//INDI 825 N 4th Ave,Cornelius OR 97113 e.II�IT a FURNISH IRIS DIMING TO ALL CONTRACTORS INCLUDING,NE INSTALLQB. 4' TC LL 40.0 PSF REF x7175- 2379 _ Trusses require extrema re in fabricating, handling, shipping, Installing and bracing. Refer to and follow 83294PE the latest edition of SCSI(Building Component Safety Information, by TPI and RTCA) for safety practices prior AC./. �J DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chard shell have properly attached structural sheathing and bottom chard shall have a properly attached A rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338314 A p10-30 N EM noted B3, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and co CJoint Details, unless tad otherwise. Refer to drawings 180A-2 for standard plate fashions. 12/05/2017 Alpha, a division of ITN Building ComponentsGroup Inc. snail not be responsible far 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 ITW COMPANY Irstal,atlan 16 bracing of trusses. A4410r14,204 TOT.LD. 57.0 PSF SEQN- 29374 A sal a this dr..ina or moor pogo listing this drawing, Indicate*soo.ptanoo of profarlansl .nSlnsori s1p- rapeal°I l Ity Lolly rof the d.slon shown. 7he altabl l sty end u.e of this drawing for aro.iruetur.1.to ''Y 14.Z� 8351 RGvanaCircle r.p°""D11ty Of w Guna/rla Galan.•per ANSI/7P1 1 s.a.z. arselI Tai t DUR/'.�FA/C�. 1 .00 FROM BB Sacramento,CA 95828 For more information sae this Jobs general notes page and these web sites: SPACING NG 74.0" - . n,.,r. ._,-_._... ,w,. .._.— • err.. )RFF 1WFiH7175793 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - G ) op chord 4x2 HF #2 + 2x6 continuous stroll back. See detail STRBRIBR1014 for bracing and bridging tot chord 4x2 HF #2 recommendations. strong back. 4x2 DF-L Std/Stud legative reaction(s) of -442# MAX. (See below) from a non-wind load case requires ssppanection rated glue-nnailedestitsumes wood scheathing. with single layer of the appropriate Ip1ift connection. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied leflection meets L/480 live and L/360 total load. per IRC-12 section 301.5. :reep increase factor for dead load is 1.50. PECIAL LOADS Truss must be installed as shown with top chord up. (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) "C - From 100 PLF at 0.00 to 100 PLF at 12.59 IC - From 14 PLF at 0.00 to 14 PLF at 12.59 'C - -1160 LB Conc. Load at 2.58, 10.01 5-4-8 I 22.125" 5-4-8 30" Typ• H 1 .5X3 III 3X7 2X4 III 2X4 III 3X7= 1 ,5X3 III J li + 1-6-0 1-6-0 9-0-0 / 3X7= 3X7= 3X5---- 3X5 - X53X5= jy _o„12 f 2-6 12 5-2-4 2-6-12 �I� �_i=� 2 8-4 L. 2 6-12 5-3-12 I12-7-2 Over 2 Supports R=718/-442 W=5.5" R=7180/-442 co Design Crit: I RC2012/TPI-2007(STD) ,r�GQe PROFS 'LT TYP. ITWBCG Wave FT/RT=1 0%(0%)/4(0) 16.01 ..4% Q N E c SAO OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 •�YARNINGI•• READ Aro Fonar ALL NOTES a THIS Im,.INGI 83294PE 'Q TC LL 40.0 PSF 825 N 4th Ave,Gemellus OR 97113 "1 TAS' mama TM'g oRAwING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF 87175- 2380 Trusses require extreme re in fabricating, ling, shipping, installing and bracing. Refer w aro follow �,/"� the latest edition of BCSI( nghandling, Component Safety Information. by TPI and NTCA) for safety practices prier C IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid nailing. Locations shown for permanent lateral restraint of webs shall have bracing installed per RCS! 12/05/2017 ;C DL 7.0 PSF DRW CAUSR7175 17338319 .4 El N a she John 83, B7 or B10unless as applicable. Apply plates to each faceoffor and rd plate as sloven above and m L J the Joint ortaila. unless noted otherwise. Rarer drawings 180A-z for standard plata pnaitinna. OREGON :C LL Alpine, a division of IITI Building Coaponens Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG PBC/RTT drawing, any failure to Wild the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY Intal Totino 11,bracing of trusses.• / SLY/4,204 0 TOT.LD. 57.0 PSF SEAN- 39735 A vel on thes draping or cover as listing this draping, indicates acceptanoe of prof.a.iah.l engineering rappan.ibl I Sty solely fbr the design them. The.ult bIIity and S u..or this drawing far any structure Is the sen Tan t DUR.FAC. 1 .00 8351 Rovana Circle r..Pchh./bel ley or see Building Designer per ANSI/,PI 1 se.2. 24.G" FROM BB Sacramento,CA 95828 For more information see this Job's general rimes page end inose web sites: Renewal�,�a,�� SPACING 24.()" n,.a. ........_._.__._... 1RFF- 1WFTH7175723 I 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - G1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 + 2x6 continuous strop back. See detail STRBRIBR1014 for bracing and bridging lot chord 4x2 HF #2 recommendations. g Webs 4x2 DF-L Std/Stud lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied ion estitte ssppanectrated glue-nnailedsumes wood shheathing mposiaction with single layer of the appropriate ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead 'russ must be installed as shown with top chord up. load is 1.50. F5-4-8 22.125" 5-4-8 1 I. 30" Typ. 1 .5X3 III 3X5= 2X4 III 2X4 III 3X5= 1.5X3 III xiiiii4411111111114 + 1-6-0 1-6-0 g-0-0 / win. 10 3X5= 3X5= 3X5= 3X5 iL- _ 0"12 2-6-12 5-2-4 2-6-12 ± 2-1-2 9Ic 2 8-4 5-312 2-6-12 "Ly k12-7-2 Over 2 Supports R=718 R=718 W=5.5" Design Crit: I RC2012/TPI-2007(STD) e.:55 ¢EO pROFFS 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.14,i N F. SAO OR/-/1/-/-/R/- Scale =.5"/Ft. MS Components of Oregon (503)357-2118 ' WARNING!" REPO AM)FOLLOW ALL NOTES 0 THIS BMAwINGI 83294PE 'Q TC LL 40.0 PSF 825 N 4th Ave,Comelius OR 97113 *y IPORTANra FURNISH THIS BRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r�jtJ REF R7175- 2381 _ Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow '- the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 to lerforminc,Shah*functions. Installersshall provide temporary bracing par BCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing installed per BCsi 12/05/2017 iC DL 7.0 PSF DRW CAUSR71 75 17338315 AIr `� sections 83, B7 or 810, as applicable. Apply plates to each',COof truss and position as shown above and on 1 LOJ cle Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON Alpine, a division of 1118Building Components Group int. shall not be responsible for any deviation from this ,rte :C 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, C AN ITW COMPANY Inetallatldn brat„g of trusses. 4 `nrty14,2046 0 TOT.LD. 57.0 PSF SEQN- 29334 A semi an this drawing or cover page listing this drawing, Indlestes acceptance of prefeeslmal engineers S i raapomlelilcy w1.Iy for the design*horn. The aultaelilty and use of this drawing for any a[ruethr•s ii the l� Ta 8351 Rovana Circle reop�IbIlley of the Building Designer per ANSI/TPI 1 Seo.2, -ell Ql'► - DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this ap •�near. Jabs general notes page and[hada wee sites: Renewal 8/3012018 SPACING 74.X11 w r.. ........ 'PPP- 1WFH7175723 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - C) op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 DF-L #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lottom chord checked for 10.00 psf non-concurrent bottom chord live appropriate span rated glue-nailed wood sheathing. oad applied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase russ must be installed as shown with top chord up. factor for dead load is 1.50. 30" TYP. 1.5X3111 3X5= 3X3= 1.5X3111 3X5= 1.5X3111 1_6_0 1+ - 1 1-6-0 i UM X17 4_9-0-0 3X5= 3X5- 3X7= 3X5- l'� 2-7-8 5-2-4 2_6-12 2_7_82 8 >1..c 2-6-12 -l_ ?-7-8 5 13-0-0 Over 2 Supports :I R=741 R=741 Design Crit: I RC2012/TPI-2007(STD) ,,��eo PR��FS3, LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .i!°b A 04 N F O OR/-/1/-/-/R/- Scale =.4375"/Ft. vss Components of Oregon (503)357-7.118 "NARNInGI as READ AND EOLLOIE ALL NOTES ON THIS aBrINBI or wC LL 40.0 825 N 4t HE Ave,Cornelius OR 97113 meINPONTANTmm FURNISH THIS DRONING TO ALL CONTRACTORS INCLINING TINSTALLERS. PSF REF R7175- 2382 Trusses require emtreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information, by TPI and NTCA) for safety practices prior �' to performing these functions. Installers Shall provide tempore brad t C IL 1 0.0 PSF DATE 12/05/17 temporary ho per all a Unless properly otherwise, top chord shell have properly attached structural sheathing end bottom chord sh011 have a properly a Caehetl rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per Bess 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17339015 Al4ilibk en O`� sections 83. B7 or 810, as applicable. Apply plates to each feceoof truss and Position as snow^above end L J he Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON C LL Alpine, a division of ITN Building Components Group Inc. shall n t be responsible for any deviation from this 0.0 PSF CA-ENG J CJ/RTT awing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, /bs AN ITW COMPANY �oetallatlpn IL bracing of trusses. / t44y 14,2014 t0 TOT.LD. 57.0 PSF SEAN- 136864 seal on on thdrawingor ewer PSP lifting this drawing, indicates acceptanceof p feeelduel engineering S responsibility solely for endes dign shawl. The suitability Y,d ow of thin drawing for any etrlldtM-e is the sell Tar DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle reopwMlbl l ity of and Building Weidner per ANSI/TPI 1 Sw.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: n ere e.. ......._-'_-- --- Renewal 8130/2018 SPACING 74.0" 1RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - L ) op chord 4x2 HF #2 Bottom chord checked for 10.00 psi non-concurrent bottom chord live load applied lot chord 4x2 HF #2 per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud Deflection meets L/480 live and L/360 total load. Creep increase factor for dead "russ must be installed as shown with top chord up. load is 1.50. 2-9-0 _F 17" 2-9-0 30" TYP. 1 .5X3 III 3X3= 3X3= 1 .5X3 III 1-6-0 1-6-0 / Y II " 9-0-0 i Wow 1 .5X3 III 1 .5X3 In 3X3= 3 30"12 0"12 2-7-8 1-6-8 2-7-8 2-8-4 ›..c1-6-8 ` 2-8-4 6-11-0 Over 2 Supports ,{ R=394 W=5.5" R=394 CEO PROA1, Design Crit: IRC2012/TPI-2007(STD) 4' S',, LT TYP. ITWBCG Wave FT/RT=10%(O%)/4(0) 15.02..e AGN " Fo O OR/-/1/-/-/R/- Scale =.5 /Ft. -uss Components of Oregon (503)357-2118 "WARNING!" IIOO NO FOLLOW ALL NOES ON TINS DINING' 825 N 4th Ave,Comelius OR 97113 ee01PoNT ee FURNISH TINS GN/NING To AU canaA Tarts mums TIN INSTALLERS. Ay ((e 83294PE 41 r TC LL 40.0 PSF REF R7175- 2383 and Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to afollow the latest edition of BCS' (Building Component Safety Information, by TPI and WITH) for safety practices prior /'. IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per mai. Unless noted otherwise, ap chord shall have properly attached structuralsheathing and bottom chord shall have a properly attached 0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS' :C DL 7 . 12/05/2017 DRW CAUSR7175 17338330 A LIFT'N[E sections 63, ai or unless as applicable. Apply plates to each faceoffor and position as shaven above and m 1 tAl ane, De tails. not IT Buiothlding Components tsTGr to Inc.drawngsshe l no, a forstandardplata any devias. te OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a dl vi si on of ITY Building Components Group Inc. shall n C be responsible for any deviation from this drawing, any failure to!wild the truss In conformance with ARS'/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. 14.Y14,2°44' m TOT.LD. 57.0 PSF SEQN- 29282 A...1 on this drawing or....r aoe listing t,1.drawing, IndI..w.oe.pt.,,o..f professional .ngiRNring 4st • responsibility..I.Iy for the d..Ii ,ba.l1. The suitability .,d nee of a,s drawing for any.t,a.xgr.I,the sell Tan DUR.FAC. 1 .00 _ FROM BB 8351 Rovana Circle rMpol I.IIIcy of t,,.Building Designer par ANSI/TPI 1 S...2. Sacramento,cn9sszs For more information see this Job's genera, notes page and these web setas: Renewal(93W2018 SPACING 24.0" .IRFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ; 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - LGE ) 'op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the appropriate lot chord 4x2 HF #2 span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (••) 5 plate(s) require special positioning. Refer to scaled plate lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied plot details for special positioning requirements. ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead "russ must be installed as shown with top chord up. load Is 1.50. sheathing is required for any longitudinal(drag) forces. Ali connections to be Fasten rated sheathing to one face of this frame. lesigned by the building designer. H1-4-0 H 0-2-14 II 1 .5X3 III 1 J i U v 1 1_0_0 1-6-0 V 1-6-0 I I I I I . I I I I'- I I j I 0-4-8 1 I�11 r - 0-6-0 I %//,�////// /�%/ ////�, 3X5= 3X5(**) = 3X5(**) --- 6X5(**) = 3X5(**) = 1 .5X3 III W=3X5:-=- o-1-8 .J 8-4-6 8-5-14 Over Continuous Support >1 R=64 PLF W=8-5-14 Jote: All Plates Are 2X4 Except As Shown. ,�'0 PRO fi� Design Crit: IRC2012/TPI-2007(STD) 4'. SS LT TYP. ITWBCG Wave FT/RT=10% 0% /4 0 15.02.01 n ( ) ( ) t3f3N F� O OR/ Scale =.5 /Ft. 1188 Components of Oregon (503)357-2118 • NARN INGI•• READ AND FOLLOW ALL NOTES ON THIS CRANING!825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS ORANING To ALL CONTRACTORS INCLWINS TIN!INSTALLERS. 83294PE 4° r TC LL 40.0 PSF REF R7175- 2384 Trusses require extreme care in fabricating, handling, shipping, inand bracing. Refer to end follow '/" the latest edition of RCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, Aigglikk top chord shall have properly attached structural sheathing and bottom chord shall haveea properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per I1Csi 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338313 .4 r �O`� ... sections a3. B7 or B10. as applicable. Apply plates to each faceoftruss and positron as shown above and on II ,IF) the Joint Ratans, unless noted otherwise. Refer to drawings 100A_Z for standard plate positions. Alpine, a division o� ITN Building Components group Inc, shall n t be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH a ing. any failure o build the truss In with ANSI/TPl 1, or for handling, shipping, AN ITW COMPANY �mteiiatlan e brae,ng of trusses. .` 44,,aa,110 �0 TOT.LD. 57.0 PSF SEQN- 29377 A awl on this drawing or cover pays listing this drawing, Indl asters sfasptsndr of profewionsi engineering S a responsibility solely Pb,the design sheen. The amicability and mw of Nie droving fon.any structure Is the *se RI Tao -- DUB.FAC. 1 .00 FROM BB 8351 RovanaCircle reapoleibiilty or to Building Owlgnr r e pANSI/TPI t sees. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renewal 613012018 SPACING 74.0" .JRFF- 1W8H717572 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - HG) 'op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the tot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Special loads lottom chord checked for 10.00 psf non-concurrent bottom chord live (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) oad applied per IRC-12 section 301.5. TC- From 50 plf at 0.00 to 50 plf at 7.46 BC- From 7 plf at 0.00 to 7 plf at 7.46 Teflection meets L/480 live and L/360 total load. Creep increase factor TC- 218.76 lb Conc. Load at 1.60, 3.60, 5.60 'or dead load is 1.50. Truss must be installed as shown with top chord up. F 2-9-0 + 23.5" _� 2-9-0 F. 30" Typ. 1.5X3 III 3X5 F. 3X5= 1.5X3 III 1 - _- 1 1-6-0 1-6-0 V1> ---- - If - - 1 ,. 9-0-0 1.5X3 III 1.5X3 III 3X5 EE 3X5= 0'0Tr 2-7-R 2-1-0 -7-8 0„12 2-8-4 2-1-0 2-8-4 ,n - Fc 7-5-8 Over 2 Supports R=552 W=5.5” R=530 Design Crit: IRC2012/TPI-2007(STD) ���iZO PROic'Ss 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 ..( I ,G$NE"�. ,p OR/-/1/-/-/R/- Scale =.4375"/Ft. uss Components of Oregon (503)357-2118 ""MARNINGI"" READ No FOLLOW ALL NOTES ON THIS LeNINGI /,/. (4.i REF R7175- 2385 825 N 4th Ave,Gemellus OR 971.13 ""APER ANT"" FURNISH THIS DRAWING TO ALL WInA NAOTORS INCLUDING TN!INSTALLERS. 83294PE r TC LL 40.0 PSF Trusses require extreme rare In fabricating, handling, shipping, Installing end bracing. Refer to and follow 8i, „we"' L 1 0.0 PSF DATE 12/05/17 the latest edition of BCs1 (Building Component Safety Information, by TPI and aTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing ash bottom chord shall have a properly attached :C DL 7.0 PS F rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17339016 ,4 r� • )[I N E suctions°D B7 or unless as noted applicable. Apply plates to each face of truss and position as shown above and m L JJ L 11'LIII�L 1 Ill rr�`�-J� the Joint Details, unless entad atharwlpo. Refer up drawings l not for standard phots any deviation OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of I1Y1bu Building Comnecon Group Inc. shell not be responsible for , tlpiation fran this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 11 AN ITW COMPANY installation a bracing of trusses. A s.si on this drawing er sewn F.D. Il.tilq this ermnp, Ihew « l. .....pt.In.er pref..aimn.i gln..rihlg G SLY 14,201 0 TOT.LD. 57.0 PSF SEAN- 136873 • drawingresponsibility solely far the design.horn. The fust bbl icy and use Sr this drawing for the WV structure is the s`4e1t Tar DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of aw Building D..Ign.r per ANSI/1P1 1 S.e.2. Sacramento,CA 95828 For more information sae this Job's general nates page and these web sites: ,,,mi.•r. ........_._. ._...__-. n ... ........ __:__. Renewel8/30/2018 SPACING 24.0" TRFF- 1WFH7175723 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - H) 'op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud :W5 4x8 DF-L Ripped: Bottom chord checked for 10.00 psf non-concurrent bottom chord live leflection meets L/480 live and L/360 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. Truss must be installed as shown with top chord up. ;T) REFER TO DRAWING #TRIMPARA1014 FOR TRIMMABLE END DETAIL NAILING SCHEDULE. F2-9-0 _E.5:1 I 0-8-12- 30" Typ, r 1 1.5X3 III 3X3= 2X4 III 1-6-0 [T] 1-6-0 11 I 4_9-0-0 i 3X3= 1.5X3III 2X4 III I- 2-8-4 J_ 1-5-n,J 4-1-4 Over 2 Supports{ R=219 R=249 Design Crit: I RC2012/TP 1-2007(STD) its°PROF, LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .18 tf .+AIE.7A"rIS' OR/-/1/-/-/R/- Scale =.4375"/Ft. vssComponents ofOregon (503)357-2118 "�NARNINGI"" BEAD AND FOLLOW ALL rams ON THIS°RARING.! 825 N 4th Ave,Comelius OR 97113 '"IMPORTANT• rum's'THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, Al �� TC LL 40.0 PSF REF R7175- 2386 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE the latest edition of RCS! (Building Component Safety Information, by TPI and/RCA) for safety practices prior SCDL 10.0 PSF DATE 12/05/17 o performing these functions. Installers shell provide temporary bracing per BCS!. Unless meted otherwise. �. Cop chord shall have properly aCCaehed seraMeral sheathing aM bottom chord shall have a properly attached b rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17339017 A fl 'LO`[N I sections BD ai or unless as appinoted ether. Apply ferias each face of for and rd plate as Ston above and m II J the Joint Details. unless notrd eth»rwise. Rarer to drawings 780A-Z for standard plate positloms. 12/05/2017 BC LL Alpine, a division of ITw Building Conpmenes Group Inc. wheel not be responsible icor any deviation from this OREGON 0.0 PSF CA-ENG J CJ/RTT drawing, any failure to!wild the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMANNY InstaIIation A bracing of trusses. /3 TOT.LD. 57.0 PSF SEQN- 96718 I A seal an this draping or cover WP listing this drawing, Indicates acceptance of profaaalonel engineering j 441.14 20('{� e. responsibility solely few the design sheen. The suitability end Use of this drawing for emy struetura IS the 1/ l 8351 RovanaCircle responsibility ley or e»Building Designer per A161/TPI 1 see.2. sSell T8 e` DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: �1 SPACING 24.nlh ..-..— . .__,_... wt... ....... -- 1RFF- 1W6H7175723 I :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - IGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -op chord 4x2 DF-L 2400f-2.OE See detail STRBRIBR1014 for bracing and bridging recommendations. lot chord 4x2 HF #2 Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the ipecial loads appropriate span rated glue-nailed wood sheathing. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) (I) - plates so marked were sized using 0% Fabrication TC- From 100 plf at 0.00 to 100 plf at 18.71 Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning BC- From 14 plf at 0.00 to 14 plf at 18.71 Tolerance. TC- 365.00 lb Conc. Load at 0.23 TC- 529.71 lb Conc. Load at 14.48 (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. bottom chord checked for 10.00 psf non-concurrent bottom chord live load Ipplied per IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. russ must be installed as shown with top chord up. lsymmetric truss design-Do not install end-for-end. 30" Typ. 1.5X31 a 3X5= 3X3= 1.5X311) 3X3= 4X5 8X8 III 3X3= 1.5X3111 1-6-0 �/ + 1 I. SMENCIII / 1-6-0 0-4-9 -*.v. 3X5- 3X5= ((/////:////////// 3X /7/1/7/7/////- / ///'//// //// / 4X12- 3a- 49-0-o 3X5(**) = 2X4*III(l) — 32X4*111)(1) —3X5(**) 3X5= 3X3= 3X5(**) LE-1-6-0 -1 D-�e-2 2-7-R 2-3-4 2-7-R 0'12 r 2-8 4 2-3-4 2-7-8 >I< 2-6-12 5-1-8 2-6-12 1 113-84 I I_ 1-10-4 -I_ -8 8 2-6-12 l 18-8-8 Over 2 Supports '1' R=215 PLF W=12-2-0 R=407 Design Crit: I RC2012/TPI-2007(STD) �R�O pROFFS LT TYP. Wave FT/RT=10%(0%)/4(0) 16.O1 .ff' ) 'le _ �1�V F O OR/-/1/-/-/R/- Scale =.4375"/Ft. vssComponents ofOregon (503)357-2118 '�1MUVIINGI** ANO FOLLON ALL NOTES a THIS DONNING! C? 4 �I. Z1 TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 **marrow.* FURNISH nus moms m AU-comucloas INcxm na THE INSTALLERS, (�V 83294PE REF R7175— 2387 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow it the latest edition of SCSI (Building Component Safety Information, by TPI and PTCA) for safety practices prier /" - DL 10.0 PSF DATE 12/05/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly etteched structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs snail have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17339018 Ail O` sections 83, 87 or 810, as applicable. Apply plates to each face truss and position as shown above and on 1 2�05�2017 II L 1 the Joint Details, unless noted otherwise. Refer to drawings 180A-z for standard plate positions. BC LL Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this C RECON 0.0 PSF CA-ENG J CJ/RTT awing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY irristellation•brocirg of trusses. 3 ��1'14,2�� C. TOT.LD. 57.0 PSF SEQN- 96738 s A art m this drawing or cover paps listing this drawing, Indicates acceptance or professional aripinwring re onsrbllity solely lbr the design shown. The mitabIl ity and Yds or this drawing for any structure Is the 8351 RovanaCircle reapwrlbn ley or the 9.I IdIng Designer per AIBI/ipl 1 sr.2. se"Tan� DUR.FAC. 1 .00 FROM BB Sacramento.CA 95828 For more Information see this Job s general notes page end these web sites: Tata .-.__._..._-- rn,. w rm. ........ SPACING 74.0' JRFF- 1WFTH7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - MG ) "op chord 4x2 HF #2 Special loads lot chord 4x2 HF #2 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs 4x2 DF-L Std/Stud TC- From 100 plf at 0.00 to 100 plf at 5.49 BC- From 14 plf at 0.00 to 14 plf at 5.49 lottom chord checked for 10.00 psf non-concurrent bottom chord live load applied TC- 394.25 lb Conc. Load at 1.15 ler IRC-12 section 301.5. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead .russ must be installed as shown with top chord up. load is 1.50. Es 1-2-8 _1_, 18.375" _- 2-9-0 H 11.5" Typ. I— 3X5(R) III 3X3111 3X3= 1 .5X3 111 1-6-0 1!]' 'Illlllloi 9-0-0 3X5(R) III 1 .5X3 III 1 .53111 3X = 1-1-12_)__ 1-7-14 ,,,I, 2-7-8 0"12 11-1-12 T 1-7-14 I 2-8-4 E.= 5-5-14 Over 2 Supports >1 R=625 W=3.5" R=395 W=1.875" Design Crit: I RC2012/TPI-2007(STD) ����PRO�r�S 'LT TYP. ITWBCG Wave FT/RT=10%(0%)/4(0) 15.02.rz.,e 1.dtT'1"h.S'/„ OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-1I18 •TeNAR FURNISH IUSREANO NG TO ALL NOTESonsui ON s IDRAWING! Q, � TC LL 40.0 PSF REF R7175— 2388 825 N 4th Ave,Gemellus OR 97113 ""IlvartTAwr"" ms's"TMIg OWNING 1O ALL cwInACTons INCLUDING Tie INSTALLERS. ( 83294PE Trusses require extreme re in fabricating, handling, shipping, Installing and hracing. Refer to and follow the latest edition of Bcti(Building Component Safety Information, by TPI and RICA) for safety practices prior /' _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installersshall provide temporary bracing per SCSI. Unless noted otherwise. top chord shell have properly attached structural cturai sheathing and bottom chord shall have a properly attechatl BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per Bcsi DRW CAUSR7175 17338331 A L„4111111hlk„L J O N 0 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and an 12/05/2017 the Joint Details. unless noted otherwise. Refer to drawings 160A-Z forsta:ertl plate positions. BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITW Building Components Group Inc. shell not be responsible for any deviation fro.this OREGON drawing, any failure to build the truss in conformance with ANSI/Tpi 1, or for handling, shipping, AN ITW COMPANY inst.I lotion a bracing of trusses. e TOT.LD. 57.0 PSF SEQN- 29285 A sail an this drawing or never pegs listing this drawing, Indicates acceptance of prof e.iwn.i engineering 4 '0014,200 • responsibility er utile!funlddInng the o.iggnOmen..ANSI/7Sit'1 S.e.2 and s..of Mls dr wiro for ,structure Is M. *sell Tao t` DUR.FAC. 1 .00 FROM BB 8351 Rowena Circle responsibility Sacramento,CA 95828 For more information see this job's general notes page and these web sites: a..,r. .._... ._:__._... . ra,. - • a.rr.. ....... ,-_ ,- ,,........,.a.., SPACING 24.0” 1RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - GG) sot chord 2x6 HF #2#2 2 COMPLETE TRUSSES REQU 1 RED Webs 2x4 DF-L Std/Stud :W2, W5 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. ipecial loads Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 13 pif at 0.00 to 13 plf at 5.60 Use equal spacing between rows and stagger nails TC- From 25 plf at 5.60 to 25 plf at 8.00 in each row to avoid splitting. BC- From 2 plf at 0.00 to 2 plf at 5.60 BC- From 4 plf at 5.60 to 4 plf at 8.00 Trusses to be spaced at 6.0" OC maximum. BC- 990.11 lb Conc. Load at 1.60, 3.60 BC- 546.65 lb Conc. Load at 5.60 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 'russ must be installed as shown with top chord up. JT PLATE LATERAL CHORD 'he TC of this truss shall be braced with attached spans at 24" OC in No SIZE SHIFT BITE ieu of structural sheathing. [ 4] W3X5 1.75 R 1.50 [ 7] W3X5 2.25 L 1.25 4X5= 1.5X3 III 1.5X3 III 4X5= 0 0 1-6-0W2 r --'�—o 1-6-0 I T +9-0-0 3X5[4] = 3X5[7] = ` 2X4 III 1.5X4 III 1"12 2-8-9 2-6-13 2-8-9 [< 8-0-0 Over 2 Supports R=1561 W=5.5" R=1114 W=6.5" Design Crit: I RC2012/TPI-2007(STD) +E'D PRU/�LS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .F<<f,u,4s'/,, OR/-/1/-/-/R/- Scale =.4375"/Ft. -uss Components of Oregon (503)357-2118 ....URN INGI•• READ APE/Fa.t.og ALL norES al nils DIVITINGI �, TC LL 40.0 PSF 825 N 4th Ave,Gemellus OR 97113 "1 TART' FURNISH THIS DRAWING TO CONTRACTORS INCLUDING TME INSTALLERS. lU 53294PE Nk REF R7175— 2389 Trusses require extreme care in fabricating, handling, shipping• Installing and bracing. Refer to and followDATE 12/05/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior /" -- DL 10.0 PSF to performing these functions, lnstallorsshall provide temporary bracing per BCSI. Unless noted otherwise, top Chord shall have properly atcached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall hese bracing installed per BCSI DRW CAUSR7175 17339019 actions 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 A—• ol� IIL_ sections Joint Details, unless noted otherwise. Refer to drawings 160AA_Zror standard plata positions. BC LL 0.0 PSF CA-ENG JCJ/RTT Jr—/ ' \�l'IILI�� Alpine, a division of ITW Building Co responsible for any deviation from this OREGON Components cos Group Inc. Shall not be drawing, any failure to bulla the truss !n conformance with ANSI/TPI 1, or for handling, shippirg, ,1� AN ITW COMPANY installation A bracing of trusses. 'P db di t•` TOT.LD. 57.0 PSF SEQN- 136866 . A seal on t11.drooling or cover page listing this drawing, indioosoo oo r a.eghsanof professional ensinooring 4 t1'14,26 • responsibility es ribil ity of U.Buildi`inng D.'.�1gn.rrppar ANSI/DPI 1 S.o.2�'ss of this drawing for ore.tflWtife is this sse�t Tar• t DUR.FAC. 1 .00 FROM BB 8351 Rosana Circle Sacramento,CA 95828 For more Information see this Job s general notes page and these web sites: . n,. SPACING B.(l" 1RFF- 1WBH71757�3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT1 ) 'op chord 2x4 DF-L #1&Bet. Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #1&Bet. 200 # ( 10.53 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. *•) 15 plate(s) require special positioning. Refer to scaled plate Drag Loads: Force(#) (PLF ) Mbr Start End Ilot details for special positioning requirements. Case 1: 200 10.53 TC 0.00 18.99 200 10.53 BC 0.00 18.99 leflection meets L/360 live and L/240 total load. Creep increase factor for dead oad is 1.50. Trusses to be spaced at 6.0" OC maximum. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 2X4 III 2X4111 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) = 4X8(**) ---- 3X3= q I D 0 0 0 ,0 0 0 0 0 0 0 00 0 a 0-10-4 1 1-�-0 OM i i i i i i i i ti] 1-6-0 : 1 1 1 1 1 1 1 1 1 L _ 0-79 1 9_0.0 V %. //7/// /////////// //ice///'/ �/�/�///��/7////i7// 2X4(**) 111 4X8(**) = 4X8(**) -=- 4X8(**) = 4X8(**) - 4X8(**) = 4X8(**) -- 4X8(**) 3X3= 2X4(**) III [c 19-0-0 Over Continuous Support >I R=21 PLF W=19-0-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) CEO PRO/�FS LT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.' 1164 '1, OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponentsofOregon (503)357-2118 ••WARNINGI•• RAD NO FOLLOW ALL NJTEs GN THIS ORM INGI � ��n "Z TC LL 25 0 PSF REF R7175- 2390 825 N 4th Ave,Cornelius OR 97113 •.iwoHTANf•• FURNISH IRIS OR/RING m ALL CONTRACTORS INCLUDING TEE INSTALLERS. � 83294PE 'r 7'�/V Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /1+ the latest edition of BCS1 (Building Component Safety Information, by TP1 and WTCA) for safety practices prior �i / DL 10.0 PSF DATE 12/04/17 to performing Chess functions. Installers shall provide temporary bracing par BCS1. Unless noted otherwise. op Chord shall have properly attached structural sheathing and bottom chord shall have a properly attached t.• rN 1E igid ceiling. Locations:hewn for permanent: lateral restraint"7 : "=::ebMa„ haiestalled per Bcs BC DL 7.0 PSF DRW CAUSR7175 17338328 ,4 L �� sections 83, 87 or g10, es applicable Apply plates td eeCh face otuss ab posidown above antl on ^ /^ ' Cha Joint DaCai law, unless rated othenw Yse. Rafar Co tlrawings 1g0A_Z for staMartl place positions. IL�OS/L0 17 Alpine, a tllvisign of ITW BW Idi,g Calpments Grcup Inc. shell not ba repons,bla far any deviation Rdn 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 ITW COMPANY installation.bracing of trussed. /111 �yC' TOT.LD. 42.0 PSF SEQN- 29395 • A seal on this droving or rover peg.listing thincn drawing, Indicates acceptance of pror..eic.l engineering 4414Y14,204" v re.pal.ibi Pity solely for the design ahem. The suitability and use of this drawing for are etrueeure i.the • 8351 RovanaCircle responsibility of the Building Designer per ANSI/Tpl 1 S.e.S. s'eft Taft DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and theca web:its:: SPACING N( 6.n" 1RFF- 1W61-17175723.___--— THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT2 ) 'op chord 2x4 DF-L #2 Negative reaction(s) of -182# MAX. (See below) Requires uplift connection. lot chord 2x4 DF-L #2 Webs 2x4 DF-L Std/Stud Truss transfers a maximum horizontal load of 200 # ( 12.75 plf ) along top chord, from either ") 13 plate(s) require special positioning. Refer to scaled plate direction, to supports where indicated. Diaphragm and slot details for special positioning requirements. connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End .russes to be spaced at 6.0" OC maximum. Case 1: 200 12.75 TC 0.00 15.69 200 12.75 BC 0.00 15.69 'rovide for complete drainage of roof. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. F--1-4-0 H 2X4 III 2X4 III 00-10-4 0 0 0 0 0 0 a a 0 0 0 0 4 1-6-0 0-7-12 =� LJ L1 -7- LJ U Li U U U Li U �_ 4X8(**� o o 2,//z//////1//////:////// / . ///////7 ///1,1///7/1////'7//////:/// /';'/////A/ ,,,.. 2X4(**) III 4X8(**) = 4X8(**) - 4X8(**) = 4X8(**) -- 4X8(**) - 4X8(**) = 4X8(**) —= 3X3= 3X3= 4X8(**) = 4X8(**) = 4X8(**) 2X4(**) III 15-8-4 Over 2 Supports R=92 PLF U=103 PLF W=15-6-8 R=38 Rw=127 U=123 W=1.75" tote: All Plates Are 1 .5X3 Except As Shown. lir?�p PRO/ 'LT TYP. ITWBCG Wave r. Design Crit: IRFT RT/%(0%)/4(0) D) 15.02.F,�!, �► tis`r/. OR/-/1/-/-/R/- Scale =.5"/Ft. lass Components (503)357-2118 •*WARN INGI•• READ NO FOLLOW ALL NOTES a THIS°PWING1 41 le, TC LL 25.0 PSF REF R7175- 2391 po ••INKHTANT'• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 825 N 4th Ave,Cornelius OR 97113 Trusses e extreme re In fabricating, g. 4j the latest redition of.,,. (Building Cam Safety i�nfo Information. by NTCAbrfornsa safety to end follow Component Y , y practices prior ,/ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted Otherwise, salilibh cop chord snail 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 DRW CAUSR7175 17338325 T.)0 actions B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 ,4 LL� 1 Che Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positiem. 1L J 1 BC LL 0.0 PSF CA-ENG GWH/GWH Aspire, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON awing, any failure to build the AN ITWCOMaoNY drawing, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation A bracing of trusses. •5 `ti C TOT.LD. 42.0 PSF SEQN- 29388 po • A i an this drawing or cover pogo listing this drawing, indicates.m pt....or professional engineering 4 V 14,2d 0 responsibi 1 ity solely fbr the design.howl. The suitabi I ity end oro of this drawing for aft structure is the 'i DUR.FAC. 1 FROM BB .15 8351 RovanaCircle responsibility of the&ending Designer par ANSI/1P1 1 S.o.2. S e11 Tao Sacramento,CA 95828 For more information sae this Jobs general rotes page and these web sites: SPA .,n,..r. ._.__,_...--_. .a,, w... ..----. . _ ._,--.--._ S NG B.D" 1RFF— 1WRH7175793 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT3 ) 'op chord 2x4 DF-L #2 Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #2 200 # ( 30.57 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where indicated. Diaphragm and aw connections are to be designed by Engineer of Record. 6 plate(s) require special positioning. Refer to scaled plate Drag Loads: Force(#) (PLF) Mbr Start End ,lot details for special positioning requirements. Case 1: 200 30.57 TC 0.00 6.54 200 30.57 BC 0.00 6.54 leflection meets L/360 live and L/240 total load. Creep increase factor for dead oad is 1.50. Trusses to be spaced at 6.0" OC maximum. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W1.5X3 S 1.75 [ 7] W1.5X3 S 1.75 8] W1.5X3 S 1.75 10] W1.5X3 S 1.75 [11] W1.5X3 S 1.75 [13 W1.5X3 S 1.75 [14 W1.5X3 S 1.75 [16 W1.5X3 S 1.75 1 .5X3[5] III 1 .5X3[11] III 2X4 III 2X4 III 1 .5X3[8] III 1 .5X3[14] III 0 0 0 0 0 0 -1-- 0-10-4 1-6-0 6 1-6-0 0-7-12If L1 U u11 _ +9-0-0 ////'/// ., //://7. ./..:// // 2X4(**) III 4X8(**) ---- 4X8(**) -- 4X8(**) = = 3X3 3X3= 4X8(**) = 2X4(**) III 1 .5X3[7] III 1 .5X3[13] III 1 .5X3[16] III 1 .5X3[10] III H6-6-8 Over Continuous Support I R=94 PLF U=285 PLF W=6-6-8 Design Crit: IRC2012/TPI-2007(STD) '9' PROFS 'LT TYP. ITWBCG Wave FT/RT=296(0%)/4 0 15.02.'A 1 Apra t3 N `iv• OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-1118 WARNINGIem REM AND FOLLOW ALL MUTES ON THIS DRANINGII III • 825 N 4th Ave,Cornelius OR 97113 re extreme FURNISH THIS DRAWING To ALL CONTRAAping. TORSInst l l lINCLUDING TME Ing. Refer or/,f ICITC LL 25.0 PSF REF R7175- 2392 Trusses require w tremacare In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI Building Component Safety Information, by TP1 and RICA) for safety practices prior /'. DL 10.0 PSF DATE 12/04/17 ra o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted oherwise, top chord shall have properly ator, uchord shall have a properly attached structural sheathing and bettattached 7.0 PSF rigid ceiling, Locations show„far permanent lateral restraint of webs shall have bracing Installed per BCSI 12/05/2017 DRW CAUSR7175 17338322 sections 83, 87 or 810. as applicable, Apply plates to each facie of truss and position as shown above and on C DL A[n� o , the BC LL 0.0 PSF CA-ENG GWH/GWH �I J N I- mint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plata positions., Alpine, a division of ITN Building Components Group Inc. shall not be responsible far 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 i„stallatlnn.brat ing of trusaea n„,;.,e 0 TOT.LD. 42.0 PSF SEAN- 29390 . A seal on this drawing or moor page listing this drawing, indicates acceptance of professional engineering 4ss �,Tao 8351 Rovma Circleor par fee responsibility oritiy he Oulidiinng Onion sheen.ANSI/Tel and use or this drawing for any.er.iceire is the e 1 h DUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more Information see this Job's general notes page and these web sites: _ RanAWAI anntmaR SPACING 6.0" .)RFF- 1W6H7175723 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - RT5 ) "op chord 2x4 DF-L #2 Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #2 178 # ( 12.75 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. /rag loads applied to wind load cases parallel to truss. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 178 12.75 TC 0.00 13.99 •') 11 plates) require special positioning. Refer to scaled plate plot details 178 12.75 BC 0.00 13.99 'or special positioning requirements. Case 2: 178 12.75 TC 0.00 13.99 178 12.75 BC 0.00 13.99 leflection meets L/360 live and L/240 total load. Creep increase factor for dead Case 3: 178 12.75 TC 0.00 13.99 oad is 1.50. 178 12.75 BC 0.00 13.99 Case 4: 178 12.75 TC 0.00 13.99 Ise of truss designs for any particular project is the responsibility 178 12.75 BC 0.00 13.99 if the building owner or building design professional. :ngineer of record shall approve truss designs prior to fabrication. Trusses to be spaced at 6.0" OC maximum. Truss must be installed as shown with top chord up. 0 0 0 0 0 0 0 0 0 0 0 0 1-6-0 � r 1-6-0 LIT- _ U U U U 9-0-0 1 .5X3/lil///1 //�/// //l / //// // //', / // ( ) ( ) 4X8( 4708(**) 4X8( ) 4X8(**) -4X8(**)4X8(**) -- 3X3= 3X3= 4X8(**) _ - 1 .5X3(**) III 1 13-11-14 Over Continuous Support :i R=21 PLF U=4 PLF W=13-11-14 late: All Plates Are 1 .5X3 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) . FF +' S4,, 'LT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.�ti QGN �. OR/-/1/-/-/R/- Scale =.511/Ft. vssCom nentsofOregon (503)357-2118 ...WARN ING!•• READ ND FOLLOW ALL N01ES ON THIS DRAWING! 4jor 825 N 4thAve,Cornelius OR 97113 ""pDNT"Nr' rums'THIS R"""D 's° '°"'i CONTRACTORS'" "°'"D"'e INSTALLERS. TC LL 25.0 PSF REF R7175- 2393 Trusses require a creme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior f. DL 10.0 PSF DATE 12/04/17 411111 n� o performing these functions. Installers shall provide temporary bracing per BCSI. unless noted otherwise, to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017DRW CAUSR7175 17338326 Tw actions 83. 87 or 8above and on 10. as applicable. Apply plates to each face of truss and position as shown A L [F IN I I E the Joint Details. unless noted otherwise. Refer to drawings 180A-2 for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of rot Building Cosponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to!wild the truss In conformance with ARS!/TPI 1, or for handling, shipping, AN ITW COMR4NV Instal lotion.bracing of trusses. `oLy 14,ao°� m TOT.LD. 42.0 PSF SEQN- 29398 A...h 18 this drovinRolely or cover page lifting this drawing, hnehwt...e.tnt n1...r g fes'any engineering 4S$ 11 Tare t DUR.FAC. 1 .15 FROM BB Aramponsibility10 ealely fee the design shown. The erlt.blh,ty end des or this drawing r.ny.tr leew I.the 8351 RGvana Circle reeponeiblI Icy or the Building Designer per ANSI/TPI I S.e.2. e Sacramento,CA9s8z8 For more Information Rea this Deb's general notes page and these wan sites: Ronaww)Atari/mist SPACING 6.0. .1RFF- 1WAH7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - XG) -op chord 2x4 DF-L #2 :T2 2x4 DF-L 2400f-2.OE: 3 COMPLETE TRUSSES REQUIRED I t z lot chord 2x6 HF SS z Webs 2x4 DF-L Std/Stud :W6 2x4 DF-L #1&Bet.: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 1.75" o.c. ipecial loads Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) 1 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 25 plf at 0.00 to 25 plf at 3.52 Repeat nailing as each layer is applied. Use equal spacing TC- From 25 plf at 3.52 to 25 plf at 13.00 between rows and stagger nails in each row to avoid splitting. BC- From 184 plf at 0.00 to 184 plf at 13.00 4" o.c. spacing of nails perpendicular and parallel to TC- 1100.00 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 grain required in area over bearings greater than 4" 0.00,12.00 BC- 718.00 lb Conc. Load at 3.50, 5.29, 7.15, 9.15 In lieu of structural panels use purlins to brace all flat TC @ 24" 1.15 OC. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Trusses to be spaced at 6.0" OC maximum. ipplied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase IT PLATE LATERAL CHORD factor for dead load is 1.50. lo SIZE SHIFT BITE ;10] W4X12 4.75 R 1.50 ;12] W4X8 2.25 L 1.75 ;16] W3X3 S 1.75 I-10510=- 1.5X3 III 3X10---7-- 4X 12 41 T2 I B 0-3-15 iiiiii5111111111111P"-- 1-6-0 al I 4-9-0-0 3X5 III 4X12(10] -- 4X8[12] = 3X3[16] III 4X12(A7R) 3-7-15 _ 2-11 3-1-6 0 '''` 3-3-2 'I` 3-1-6 I- 3-6-3 ,I- 9-5-13 J Fc 13-0-0 Over 2 Supports R=6016 W=5.5" R=6888 � Eo PROFS Design Crit: IRC2012/TPI-2007(STD) 0 S 'LT TYP. 20 Cause HS,Wave FT/RT=2% 0%)/4 0 16.01 .04 1,44,43LN �`*/ OR/—/1/—/—/R/— Scale =.4375"/Ft. vss Components of Oregon (503)357-1118 T*NARNI RNI ma READ AND NG TN ALL ormNOTES a1 s IN LDRAWING' AI , 83294PE ViTC LL 40.0 PSF REF 87175— 2394 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT*. FURNISH TM's DRAWING TD ALL COIIAACToga INCLUDING TME INSTALLERS. ` Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /" DL 10.0 PSF DATE 12/05/17 Pir the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior g. o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, to herd shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations.hewn for permanent lateral restraint of webs shall have bracing installed per BCS( DRW CAUSR7175 17339020 — ��`� 1 T. sections 83, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and M 12/05/2017 :C DL 7.0 PSF .41 J iia Detai Is, unless naiad otherwise. Refer to drawings 100A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA—ENG JCJ/RTT Alpine, a division of IT.Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to(wild the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation.braairre of trusses. 4 `SLY 14,2de 0 TOT.LD. 57.0 PSF SEAN— 96715 r.a•1 on this drw.wl.ly or the d sign snow.. Thl..rtwing,abil i Indicates of tht roe of profegfor*len.lstructure Isengineering s8 ill Tar'-� DUR.FAC. 1 .00 _ FROM BB A east bll ley solely for v,•design listing lir suitability also use or.thispt.drawing for*my atrapctir•Is the 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI t S.e.2. e Sacrmento,CA95828 For more information see this Jobs general notes page and these web sites: Ranalral RIAEI/NHR SPACING 6.0" .1RFF- 1W6H7175793 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - DG ) 'op chord 2x4 DF-L #2 2 COMPLETE TRUSSES REQUIRED I z lot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud :W2 2x4 DF-L #2: Nail Schedule:0,120"x3", min. nails W7 2x4 DF-L #1&Bet.: Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows W 2.50" o.c. (Each Row) special loads Webs : 1 Row 0 4" o.c. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Use equal spacing between rows and stagger nails TC- From 25 plf at 0.00 to 25 plf at 15.00 in each row to avoid splitting. BC- From 4 plf at 0.00 to 4 pif at 15.00 BC- 1650.00 lb Conc. Load at 1.15, 3.29, 5.29, 7.14 Negative reaction(s) of -317# MAX. (See below) from a non-wind load case requires 9.14,11.14,13.15 uplift connection. IT PLATE LATERAL CHORD Trusses to be spaced at 6.0" OC maximum. lo SIZE SHIFT BITE • 5] W6X8 2.75 L 2.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead 7] W1.5X4 S 2.50 load is 1.50. 10] W5X10 2.75 R 1.25 11] W3X3 S 1.75 Truss must be installed as shown with top chord up. 13] W6X8 S 2.00 17] W3X5 S 3.50 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 6X8= 1 .5X3 III 3X5= 1 .5X3 III 5X10[10] = 1 .5X3 III 3X5= 48 ROM �- 0 aMMINI il= W7 i W2 soogi 6X8[5] = 1 .5X4[7] III 6X8- 6X8[13] = 3X5[17] Ill 3X5 III 3X3[11] Ill L 9-8-8 ›•1< 5-3-8 >1 1"-12 2-5-14 2-5-14 1-11-8 ›< 2-9-6 �•„� 2-5-15 ›-c2-7-11 2-7-10 2-5-14 1-11-8 2-9-6 2-5-15 2-7-11 1 15-0-0 Over 3 Supports >j R=3638 W=5.5" R=7756 W=3.5" R=1154/-317 Design Crit: IRC2012/TPI-2007(STD) E0PROFF 'LT TYP. ITWBCG Wave FT/RT=296(0°6)/4(0) 16.01 .',/!, `1. r ss OR/-/1/-/-/R/- Scale =.5"/Ft. �WARNINGI.. READ AM)FOLLOW ALL NOTES ON THIS DRAWING, 825N4thAve,someliusn 971 1 57-21 18 ji/ 4 ,Q" TC LL 40.0 PSF REF R7175- 2395 825 N 4th Ave,Gemellus OR 97113 '•IIPORTANf•• FURNISH THIS ORA/IINs TD ALL CONTRACTORS INCLUDING TIK INSTALLENS. 83204FE F trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ' J DL 10.0 PSF DATE 12/04/17 the latest edition of Bi Si (Building Component Safety Information, by TPI and W1 CA) for safety practices priorr to performing these(unctions. Installers shall provide temporary bracing per SCSI. Unless toted otherwisOldihilk e, �. top chord shall have properly attabled structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per DRW CAUSR7175 17338324 T..4- sections 83. 87 or 810, as applicable. Apply plates to each face of trussand position as shown above end on 12/05/2017 ' 1 I the Joint Details, unless noted otherwise. Refer to drawings 180A-Z forstandardplata positions. BC LL 0.0 PSF CA-ENG GWH/GWH 11A\` Alpine. a division of inn Building Co presponsible for any deviation from this OREGON �J 1 �/ g mponenota Group Inc.®nc. shell not be drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. 1.1 TOT.LD. 57.0 PSF SEQN- 30855 r w A semi thIs drawing or ower paps listing this drawing, Indicates acceptance of professional engineering /_ `0Ly 14,2Gt m responsibility solely for the design.hewn. The suitability.hd use of this drawing for any structure I.the Y(� t DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle r•.pwl.ibllley of the Building Designer per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 Far more information see this Jab's general notes page end these web ........ ___ SPACING R.0" 1RFF- 1WBH7175773 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0416165--PARR FOREST GROVE -RVR SIDE 3382 ABC Floor M -- master master , OR - BP ) •op chord 2x4 DF-L #2 Truss transfers a maximum horizontal load of lot chord 2x4 DF-L #2 200 # ( 117.79 plf ) along top chord, from either Webs 2x4 DF-L Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. "russes to be spaced at 6.0" OC maximum. Drag Loads: Force(#) (PLF ) Mbr Start End Case 1: 200 117.79 TC 0.00 1.70 ieflection meets L/360 live and L/240 total load. Creep increase factor for dead 200 117.79 BC 0.00 1.70 oad is 1.50. Truss must be installed as shown with top chord up. 1 .5X3 III 3X3= 1 1-6-0 1-6-0 I 11111111111111 t 11 ■mmilimUk8-0-0 ►r IOWA Immo 3X (R III 1 .5X, III 1 1"12 1-6-10 ,At, 1-4-14 1 1.4 2 1-8-6 Over 2 Supports R=18 Rw=147 U=142 W=5.5" R=18 Rw=147 U=142 W=5.5" Design Crit: I RC2012/TPI-2007(STD) f E9 PRpFFS LT TYP. ITWBCG Wave FT/RT=2%(0% /4(0) 16.01 . 5 % I.1 S OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2I18 m'WARNINGIm' READ AND FOLLOW ALL NOTES ON THIS CRANING! !( w 825 N 4th Ave,Cornelius OR 97113 ••Ir =TRACTORS FURNISH THIS DRAWING ALL TWACToas IIIG UDINIi THE INSTALLERS. ,r..? 4. 41 TC LL 25.0 PSF REF R7175- 2396 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE the latent edition of BCSI (Building Component safety Information, by TPI and WTGA) for safety practices prior 00 ,,,- �► DL 1 0.0 PSF DATE 12/04/17 o performing these functions. Installers shall aull provide Umporary bracing par SCSI. Unless noted otherwise, Bop chord shall have properly attached structural sheathing and bottom chord shall haa properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per RG DRW CAUSR7175 17338327 �� �� 1 sections ea, e7 or 570, as applicable. Apply plates to each rase or trussaro position as shown above and an 12�05�2017 l� the Joint Details. unless notedotherwise. Refer to drawings 180A_Z fortandard plate positions. BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of Ire Building components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to bald the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation Ili bracing of trusses. C. TOT.LD. 42.0 PSF SEQN- 117777 A seal on this drawing or cover pegs listing this drawing, Indicates eceept.nee of pref.«Iwn.I engineering �� 441r 14 2004 r..pen.IblIIty solely for a1.design.Ile.n. The suitability end e.e of tins drawing for.w structure le the 0 FROM BB 8351 RovanaCircle responsibility of tb.Building Designer per ANSI/791 1 See.s. s$e11 Tar DUR.FAC. 1 .15 Saclamento,CA95828 For more Information see this Jobs general notes page and these web sites: _ SPACING 6.0" .1RFF- 1W6H7175723 STRONGBACK BRIDLING REC❑MMENDATI❑NS 111.-AU scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK "stressraded lumber," BRIDGING TOGETHER g 01- All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber," 4' /�lia �� The purpose of strongback bridging is to -0, ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.o`) NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' O.C. NOTE: IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2X6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in AOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o,c. (maK.) NOTE Details 1 and 2 are the preferred attachment methods ► The terms "bridging" and "bracing" are sometimes ATTACH STPONGBACK TO mistakenly used interchangeably. "Bracing" is an WEB w/ (3) lad COMMON0 important structural requirement of any Floor 0 (0148'x3') NAILS OR (4) 10d BOX/GUN or roof system, Refer to the Truss Design 1.28'x3.0") NAILS - Drawing (TDD) for the bracing requirements for each individual truss component. "Bridging," '4%41%.... -----4 T IIIIII N4particularly "strongback bridgino" is a 1111111 p ' \\ "41111111% recommendation for a truss system to heli / v� control vibration. In addition to aiding in the i •,• �\\ 4 : ,_ 1 distribution of point loads between adjacent ��� ,_ truss, strongbock bridging serves to reduce N ° ° 111111 STRONGBACK BRIDGING bounce" or residual vibration re_sult'Inq from ISPACING REQUIREMENTS moving point loads, such as footsteps. 1111111 Up to 10' None required 10' to 20'l row(at center al span) The performance of all floor systems are 10d COMMON (O,148'x3.0'" OP 20' to 30'2 rows(I at each 1/3 points) enhanced by the installation of strongback X/GUN (0.128'x3.0') NAILS AT Bx6 (MINIMUM) STRONGBACK, '30' to 40'3 rows(I at each I/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. ,over 40' Space rows a111'o.c.points/ bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH (RONGBACK TO BLOCK W/ (3) by Alpine d ( 3.0') NAILS 4,10d BOX/GUN (0128`x30") 4 For addtional information regarding strongback NAILS. ,- bridging, refer to BCSI (Building Component 1111 Safety Information k„.„.....11111101110/ 01 -.1111111 I I I I I I I I 111 01 ill pev i C---.1004 -------. - 18.A.I i Ilk . Ali M I „..., 44,111r, ..... _______ _, , I I'.7 ...4001wbmi -Ill ` ATTACH STRONGBACK lila ❑ BOTTOM CHORD WITH (2) 410 3' SCREWS ED PROA S STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES • /P /. t' i ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! G lr- ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0I` / ��41 O/� T G L L P S F P E S T R❑N G B A C It Trusses require extreme core n fabricating, handling, shipping, installing and bracing. Refer to and ((j V 83294PE -r follow the latest edition of BCS1 (Building Component Safety Information, by TPI and SBCA) for safety TC DL PSE DATE 10/D1/14 /;' '�,�\ practices prior to performing these functions. Installers Shell provide temporary bracing per BCSI. / Unless noted otherwise, top chord snail have properly attached structural sheathing and bottom chord PSF `?` , shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs :C DL rDRWG STR BRIBR1014 611—:' + ' , E shall have bracing installed per BCSI sections B3. 97 or 910, as applicable. Apply plates to each face �j �� of truss and position as shown above and pn the Joint Details, unless ratetl otherwise. 12/05/2017 C LL P50 Refer to drawings 160A-Z for standard plate positions. /� r^ AN T`�V COMPANY Alpine' a division of ITV Building Components Group Inc. shall not be responsible for any deviation From „rt 12 , ON TOT, LD. PS this drawing, any Failure to build the truss conformance with ANSI/TPI I, or for handling, shipping. /IVJ.J/ 1/ C L� installation w bracing of trusse .p A seal on this drbwing or cover page Listing this drawing, Indicates acceptance of professional /_ /LV 4 14 200' ff. Engineering responsibility solely for the design shown. The suitability Arid use of this drawing 1/s (v DUP. PAC. 1.0O any structure Is the responsibility of the Building Designer per ANSI/TRI 1 Sec.2. $e”Tar 13389 Lakefront Drive Earth City,MO 63045 For more information se e this job's general notes page and these web sites ALPINE: wvn alpineitw.con; TPI: www.tpinst.org; SBCA www,sbcindustry.org; ICC: www.iccsa fe.org SPACING Gable Stud Reinforcement Detail ASCE 7210i 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Ki=t = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure 0, Kzt = L00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L" Brace w (2) 2x4 'L' Brace •w (1) 2x6 'L' Brace w (2) 2.6 'L' Brace wr( 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, #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14` 0' 14' 0' 14' 0' 14' 0" Spruce-Pine-Fir Hen-Fir III- #3 4' 7' ° t71 / tt2 Standard q2 Stud U — 7' 9° 8' 3' 9' 7' 9' ll' 11' S' 11' 10' l4' 0' 14' 0' 14' 0' 14' 0" #3 Stud #3 IStandard _ — Stud 4' 7' B° 8' 2' 9' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Q Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 4' 0' Dou.lns fir-Larch Southern Pinew e U #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® 43 J a S P #2 4' 10' 8' 2' 8' 6' 9' 8" 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud IMEMOMORMIIStandard .-d 143 4' 8' 7' 0' 7' 5' 9' 3' 9' 11" 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' 5 CU D- Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2° 6' 7° 8' 2' 8' 9' 11' V 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: J #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6` 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir _ S #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #L R. Btr U Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' L4' 0' 14' 0' - 01 U O Standard 5' 3' 8' 1' _ 9' 7' 10' 10' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pine www. #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 1111=1111 #1 S #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' O' 14' 0' ___ #2 #2 #3 5' 5' B' 6° 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 4 Braces shalt be SPH (Stress Rated Beard), KIID U P- _ Stud 5' S' 8' 6' 9' l' 11' 0' IL' S' 3' 1' 13' 8' 14' 0' 14` 0° 4' 0' 4' 0' ..Fur 1 4 So. Pine use only industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0° I 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industr'lal 45 Stress-Rated Boards. Group B 2values may be used with these grades. — #1 ! #2 6' 1' 10' 4' 10' 8' 12' 2' i 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' y g S #3 5' 9' 10' 2' 10' 7• 12' 0• 12' 6• 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gabie Truss Da,oil Notes, J U — Stud _ 5' 9' 10' 2' 10' 7' 12' 0' 1 12' 6' 14' 0' 14' 0" 14' 0° 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections For 35 p1) over - < #1#1 6' 4' _ 10' 6' 10' 10" 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0° continuous bearing F5 psf TC Dead Load). 3 S P #2 6' 1° 10' 4' 10' 8° 12' 2' 12' 8° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' J 14' 0' Goble end supports load from 4' 0' cutlpekers - __ #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhong. - D _ 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' __ Synn r Attach 'L' braces with 10d (0.128'x3.0' min, "oils, 11 sable Truss I— About' II 1 roe (1) 'L' brace: space soils at 2' c.c. / I,1 © 31( in 18' end zones and 4' tor. between zones Pk dill �E 31( 3onal brace option For (2) 'L' braces: space nails at 3' o.c. tiro' Length nay be / j r T in 18' end zones and 6' c.c, between zones. 'bled when diagonal 18° w 0 'L' bracing rust be o rininun of 807. of web ce is used, Connect /l1' G1 member length, 3onol brace for 3358 / 1 •L' — i each end. Max Gable Vertical Plate Sizes Brace al length is I4', / , 31(31( ,� ' _ Vertical Length No Splice web 2x4 DE-L 82 or — ■ Less than 4' 0' 104 or 283 1 better diagonal Greater than 4' 0', but 254 Vertical length shown / brace; single I less than 11' 6'n IV or doubly cut Q ,,_` .Refeergo heonnon btrusplates. des 3Xin table above. q5• N I <as shown . ■ L_ _L ■ ■ ■.�—■■�■ • ■ ` Peak, splice, and heel lgn for I upper end. ■ ■ ■ ■ ■ ■ r■ ■ ■ ontinuOut Bearing P'•O, 4 Refer to the Building Designer For conditions Connect diagonal at not addressed by this detail, midpoint of vertical web. IlliRefer • to chart above for at.r�... r wl _p. th, e•WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� �'i �` . , REF ASCE7-10-GAB12015 wwIMPORTANT•w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /O Trusses require extreme care in Fabricating, handling, shipping, installing nd bracing. Refer to nd t(/ 83294PE r �1 DATE 0/01/14 Follow the latest edition of BCSI /Building Component SafetyInformation, b TPI and SBCA) for safety Q► i 1 i practices prior to performing these Functions. Installers shall provide temporary bracing per BCSI. / . Unless noted otherwise, top chord shall have properly p y attached structural sheathing and bottom Chord `' "7 shall have a properly attached rigid rolling. Locations shown For permanent lateral restraint of webs DI�WG AlLI.'1SLNC101014 LJ ✓4 .• shall hove bracing installed per BCSI sections B3, 87 or BIT, as applicable, Apply plates to each Face 12/05/2017 �✓ 1)- 1 of Crus and position as shorn above and on the Joint Details, unless noted other wls e. L_� Refer to drawings 160A-7 For standard plate positions. /� C///'''��� AN ITW COMPANY Alpine, a division of )TW Building Components n Group Inc. shall not be responsible for any deviation from 12/}(�/..�yQN n this drawing, way Failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, ��/ / I/ C MAX. TET L_U. 60 PSF installation 4 bracing of trusses. A seal on this drawing or- cover page listing this drawing, Indicates acceptance of professional 4 'I& 14,�8� t� engineering responsibility solely for the design shown. The suitability and use of this drawing �"���e 13389 Lakefront Drive For any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. ea Earth City,MO 63045 For more Information ee this job's general notes page and these web sites; M P X. SPACING 24.0" Al PINE. wwwntnineitw.rnm. TPI: www.tn'nst.orn; SBCA• •ww.shcindustrv,nrn; ICC: www.icrsarborn _ ,-,--,--.� Cak9Ie De LalL `� For Let-in Verticals Gable Truss Plate Sizes About` - J Refer to appropriate Alpine gable detail for �`"' minimum plate sizes for vertical studs. Ot IN °Refer to Engineered truss design for peak, splice, web, and heel plates. 1/ �\ (�If gable vertical plates overlap, use a single plate that covers the total area of ' the overlapped plates to span the web. : pi 011 Gable f E © , �e tiei typ.cal I4111 � O Example, 2X4 12X4 ' 2X8 "T' Reinforcement Attachment Detail / ------ 'T' Reinforcing 'T' Reinforcing Member Member j f t 4- 1 ZCI Toe-Hall Pi - Or - End-nail \ 1 tin 1 in +) (+. } To convert from 'L' to 'T' reinforcing members, L--1 multiply `T' increase by length (based on Provide connections for uplift specified on the engineered truss design appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable "T` reinforced gable vertical • 10d Common (0.148'x 3.`,min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase W/ 'T' Brace V 4 Nails X X <4) toenails in the top and bottom chords. I"T' Reinf. This detail to be used with the appropriate Alpine gable detail for ASCE I Mbr. Size Increase (forcing \ wind load. 2x4 30 'L ember ASCE 7-05 Gable Detail Drawings Example'! 2x6 20 % 1 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph I Gable Nails \ A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2° 1 CCC See appropriate Alpine gable detail for maximum unreinforced gable vertical length. _Y ___,_ _1 X 4 Nails G_ YYY `y�OL PROF�s O Ceiling •EWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ R E h LET-IN VERT e Trusses require extreme care n fabricating,handling, shipping, Installing and bracing. Refer to an7-� follow the latest edition of BCSd 'I( Building Component Safety Information, by TPI and SBCA) for safety /' LATE 10/01/14 7' , practices prior to performing these functions, Installers shall provide temporary bracing per SCSI, N unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord 12/05/2017 DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /' shall have bracing installed per BCS! sections B3, B7 or 810, as applicable. Apply platesto each face I of trussand position as shown above and on the Joint Details, unless noted otherwise. OREGON -L ..1 ))_ ' E Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc w shalt not be responsible for any deviation from 04 AN ITcoMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, (js Y17 C W14.ZG Q`l to MAX. TOT. La 60 PSN installation 4 so of orucoe �e��Ta+ 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 BUR, FAC, A N Y for any structure Is the responsibility of the BuildingDesignerper ANSI/TPI 1 Sec.2. Renewal 8/30/2018 13389 Lakefront Drive ' ASCE 7- 10: 120 npn, 30Mean -eignt, Cursed, Exposure 6 Common Residential Goole End Wind Bracing Requirements - Stif Wieners 20 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 00 mph, 306t Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 30ft, Mean Hgt, ASCE 7-10, Port. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length (zt = 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 _oteral chord bracing requirements refer to DRWG A12030ENC101014), I -op: Continuous roof sheathing lotl Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max; provide a 2x6 stiffback at mid-height and brace >ee Engineer's sealed design referencing this detail to roof diaphragm every 4'0° (see detail below or ''or lumber, plates, and other information not shown refer to DRWG A12030ENC101014). )n this detail X Optional 2x L-reinforcement attached Jails: lOd box or gun (0128"x3",min) nails, to stiffback with 10d bow or gun (0.128' x 3", min,) nails C 6" o,c. I 11 iit �11 \ I II I' 2X4 Blocking - I ANN' \\ nailed to /// 45°,//://' 5° sheathing and 24 Mnx willl each truss (Typ) H H 2X4 DE-L #2 _ H/2 or better diagonal brace. ��� Attach each end Xii. \ or 560#. /�� / / / /ontinuous Bearing /" /' / / 2x6 #2 Stiffback attached to each �E.PROp Stud w/ (4) 10d box or- gun (0123" X 3", ming nails, , , itS ••VARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ''� REF GE WHALER ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •i/ Trusses require evtreme care In Fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. by TPI and SBCA) for safety DATE 10/01/14 \\ practices prior to performing these Functions. Installers shall provide temporary bracing per BCSI. r BR � Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom char D R W G G A E T 10 10 1 4 ` shah hove o properly attached rigid ceiling. Locations shown for permanent lateral restraint of websl: rr-'n "� shall have bracing installed per KS' sections B3, 87 or BIO, as applicable. Apply plates to each Face 12/05/2017 3 � I 1) -/, of trusssodposition as shown above and or the Joint Details, unless noted otherwise. Refer to draw Ings 160A-Z for standard plate positions. I2M , I9 N AN ITW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible For any deviation from this drawing, any failure to build the truss in conformance with ANSL/TPI I, or For handling, shipping, r. installation s bracing of tr sse <9., `tilY14.20�' �� MAX, TOT. LD, 60 PSL A seal on this drawing or cover page listing this drawing, indicates acceptance of professional e. - iI Tao• engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec,2. l^