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Plans (97) N'1ST 40 VA- -(-33 -)661 0-014 S i c Wz = RECEIVED � C-t-- k Alpine, an ITW Company • 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Pagel of 1 Document ID:1W6H7175Z2205074316 DEC 1. 3 2017 Truss Fabricator: Truss Components of Oregon C fJ OF TIGARD Job Identification: _ Model Code: IRC6053--PARR FOREST GROVE -Rvrside 2885 Floor Nast mas q io N Truss Criteria: IRC2012/TPI-2007(STD);CUSTOM/TPI-2007(STD) ...60)PROP Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, ' ,°�7 : F', Truss Design Loads: Roof - 42 PSF d 1.15 Duration � �G N FF O Floor - 57 PSF @ 1.00 Duration;57 PSF is 1.15 Duration 4 83294PE 41 9 Wind - 120 MPH (None-Closed);120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 1,cr14,20d° m record, as defined in ANSI/TPI 1. 4`r0 Ta� � 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R1144"! :"2018 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:42:12 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02337--BGE 17338287 12/04/17 2 02338--B 17338295 12/04/17 3 02339--D 17338310 12/04/17 (0_0 ( 4 02340--I 17338290 12/04/17 5 02341--J 17338289 12/04/17 6 02342--JGE 17338291 12/04/17 7 02343--AGE 17338288 12/04/17 8 02344--A 17338302 12/04/17 9 02345--E 17338305 12/04/17 10 02346--G 17339011 12/05/17 11 02347--H 17338308 12/04/17 12 02348--HGE 17338284 12/04/17 13 02349--F 17338285 12/04/17 14 02350-4 17338293 12/04/17 15 02351--N1 17338306 12/04/17 16 02352--Z 17338300 12/04/17 17 02353--X 17338299 12/04/17 18 02354--BPX 17338298 12/04/17 19 02355--LG 17338307 12/04/17 20 02356--KG 17338283 12/04/17 21 02357--RT3 17338292 12/04/17 22 02358--RT4 17338309 12/04/17 23 02359--RT6 17338286 12/04/17 24 02360--RT7 17338294 12/04/17 25 02361--RT9 17338297 12/04/17 26 02362--RT10 17338296 12/04/17 27 02363--BP1 17338301 12/04/17 28 02364--BP2 17338303 12/04/17 29 02365--BP3 17338304 12/04/17 I• THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BGE ) op chord 4x2 HF #2 :T16 4x2 HF #1&Bet. : + 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 ;I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. 'olerance, 0 degrees Rotational Tolerance, and/or zero Positioning olerance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-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. 'asten rated sheathing to one face of this frame. 3X5(**) = W=3X5= _ 3X5(**) = 3X5(**) - 3X5(**) 3X5(**) -- 3X5(**) - 3X5(**) 3X5(**)(I) = 3X5(**) - = T16 1-6-0 ;M I + ' 0-6-0 = ■ in um El I t ill iii i 1 .r, 9-0-0 3X5(**) = 3X5(**) - 3X5(**) - 3X5(**) = 3X5(**) - 3X5(**) - W=3X5- 3X5(**) = 3X5(**) = 3X5(**) 3X5(**) ---- FcFc 26-9-4 a{ O-II— 8-7-12-8 _Ie jL- 17-3-12 k26-9-4 Over 2 Supports :I R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 Jote: All Plates Are 2X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) CEO PROP,.. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .►e, $ ' Cwt @ % OR/-/1/-/-/R/- Scale =.3125"/Ft. vss Components of Oregon (503)357-2118 •'WARN INGI•• READ NO FOLLOW ALL NOTES ON THIS OWING! (h` 4 4' °/,9 TC LL 40.0 PSF REF R7175- 2337 825 N 4th Ave,Comelius OR 97113 ...IMPORTANT** MINIM THIS DI7WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4/ 83294PE Trusses require extrema rare In fabricating, handling, shipping, Installing and bracing. Refer to and follow it the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior �L / - DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall Mina properly attached stnudural Sheathing and bottom chord shall have a properly attached ,444164, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338287 TM �� l�� sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 ' the.:nYnt Detal ls. :,7 nate:alMarwi,e Refer to tlrawings 100A_Z fortandard plata positions. BC LL 0.0 PSF CA-ENG RTT/RTT 1 Alpire, a tllvisfon oT Ilw Building Componarrta Group Inc. shall no!ba reSpamsibia for any dbvieClon from this OREGON drawing, any fallnre to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, ra TOT.LD. 57.0 PSF SEQN- 34204 AN ITW COMPANY Installation a bracing of trusses. tea- �p 0 A..al on thl.Crwing or cover page listing this drawing. Indicates acceptance of prof...lwel .rgln..rlig G FLY 14,ZGV_ f0 _ responsibility solely fbr the design Yews. The suitability and u.e of till.drawing for any etivdture is the Sse����� ` OUR.FAC. 1 .00 FROM BB 8351 Rova,ia Circle raryeneibility of the Building D«ignor pop ANSI/TPI t Sec.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPAC I 24.0JRFF- 1WAH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -RvrsIde 2885 Floor Mast -- master HILLSBORO, OR - B ) -op chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: + 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 legative reaction(s) of -202# MAX. (See below) from a non-wind load appropriate span rated glue-nailed wood sheathing. :ase requires uplift connection. Max JT VERT DEFL: LL: 0.32" DL: 0.25". See detail DEFLCAMB1014 for lottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. 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. I. 22-11-0 1- 2+ 2-9-0 -1 30" Typ. W=3X5 f • -� 3X5= 4X8= 3X3= 3X7- T2 4X12= 3X5= 1-6-0 n y 9 000//' „4:%%%%\ 00"'" ..........%"%. - 0.0".".°.°'-v a,.........%....„ 1-6-0 9-0-0 I/ 3X17.---. 3X10= 3X5= 4X12= W=3X5= 4X- = 3X'ss 20-1-0 >I< 6-8-4 >1 2-7-8 J_2-6-12 - -2 6 12 _1_2-6-12 2-2-0' 2-7-8 2 6 12 _1_2-6-12 2-7-8 j_21I 2-8-4 5-2-4 5-1-8 .1.,2-2-0„1.... 2-7-8 ' 2-7-8 'I` - - 5-1-8 T c _1 2-7-8 ' c 2-8-4 E26-9-4 Over 3 Supports >{ R=1061 W=2.5" R=1945 W=3.5" R=276/-202 W=3.75" Jote: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) QED PROFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'M T ffgrl�� 14, OR/-/1/-/-/R/- Scale =.25"/Ft. -Liss Components ofOregon (503)357-1118 TTSARNIMGI.. BEAD AND FOLLOW ALL Mohs ON THIS CRANIUM 825 N 4th Ave,Cornelius OR 97113 TTI1P0RTAMree FURNISH THIS DRAPING m ALL CONTRACTORS INCLUDING THE INSTALLERS. �� �!i 83294PE 47 �� TC LL 40.0 PSF REF R7175- 2338 Trusses require extreme care In fabricating, handling, snipping, installing and bracing. Refer to and follow the latest edition of BCsi (Building Component safety Information, by TPI and NTCA) for safety practices prior �.-- Am ' DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCsI. Unless noted otherwise, Alhh top chord shall have properly attet„ed structural sheathing and bottom chard shall have a properly attacned PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0DRW CAUSR7175 17338295 A LIO`H N,� actions 83. 87 or 810, as otedoable. Apply plates to wenn face or fru and position as stiion above and on 12/05/2017 JI IE sections SwintGwfails, unless noted otherwise. Refer to crewing,180A-z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to build the AN ITW COMPANY �nrtruss in conformance with ANSI/TPI 1, or for handling, shipping, istellatien.bracing of trusses. /3 4'/ e C TOT.LD. 57.0 PSF SEQN- 11592 A...I on this*awing or cover p.ge listing this drawing, indicate.acceptance of pronseelanel engineering `j LY 14,26 m 8351 Rovana Circle r«�responsibility solely for ildiinng a:ign. ANSI/TPI I Ssuitability""'....r this crewing for any.tl.latdre i,the sseN Tan RUR.FAC. 1 .00 FROM BB Sacramento,CA9582R d r For more information see this genera! nota.Pegs and these web sites: ._--_---_ SPACING 24.0" .JRFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - D ) "op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 :B2 4x2 HF #1&Bet. : bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.49" DL: 0.34". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live -russes to be spaced at 16.0" OC maximum. load applied per IRC-12 section 301.5. )eflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. I- 13-0-0 i 75� T' 10-4-8 -1 L 30" Typ. H I- W=3X5= /3X10 = /3X'5= 3X3= 3X5= 3X10= 1 _I %%%%4%%% 1-!- %%%%44%%41%, - .0,0 °.*°°-1- . °°.°°•.# iNN%%%:%%‘:-11:0"°°°°.r- 1-6-0 ,, 82 9-0-0 i 3X7= 3X10= 3X5= 3X5= 3X10= 3X7= W=H0312 2-7-8 5 f< 52-4 2-6-12 2-6-12 5-_1_8 2-6-12 >I< 2_7_8 .I10'l4L 2-6-12 5-_1i_-8 2-6-12 2-6-12 5-2-4 2-7-8 24-1-4 Over 2 Slupp44orrts R=916 W=2.5" R=916 W=3.75" byte: All Plates Are 2X4 Except As Shown. Ep PROM: Design Crit: IRC2012/TPI-2007(STD) r 'LT TYP. 20 Gauge HS,Wave FT/RT=1096(096)/4(0) 15.02.PL;, T, 1e°T4P '_ i1, �� 12 OR/—/1/—/—/R/— Scale =.3125"/Ft. .uss Components of Oregon (503)357-2118 ••EMININGIte READ AND Favor ALL NOTES ON THIS oaalNOl 825 N 4th Ave,Gemellus OR 97113 "IwannlNr'• FURNISH THIS DIMING 1b"u CONTRACTORS INCLUDING nIE INSTALLERS. a TC LL 40.0 PSF REF R7175- 2339 Trusses require trema re in fabricating, handling, shipping, installing and bracing. Refer to aM follow re the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) far safety practices prior ,,, —- - DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shell provide temporary bracing per BCS1. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed par acs ) BC DL 7.0 PSF DRW CAUSR7175 17338310 A�Lr`[N^ sections B3. B7 or unless as noted other Apply plates dr each face of cru and position as shown above end m 1L��S�LD 17 J IIIII��fJ tnw paint getaii=, unlw„ tad otherwise. Refer to drawing=1i0A_Z for standard plata positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible far any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY installation at bracing of trusses. "p "x/ C TOT.LD. 57.0 PSF SEQN- 11608 A.eel on this deeming or cover p.ge listing this drawing, Indicates.ae.pt no.or pror..eie ,engineering fie LY 14,20 p _ ` r..ponsibl l Ity solely nor the designdawn. The.,itabi I ity and wee of this drawing for any structse is w *sell t DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility or rn.enl Building Designer per ANSI/1P1 1 s.c.z. Tar•- Sacramento,CA95828 For more information see this general tea nags and thea web sites: _.__._ SPACING 16.0" .1RFF- 1116147176772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - I ) "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 lax JT VERT DEFL: LL: 0.23" DL: 0.22". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. 20.125" 7-10-8 �- -I- 7-10-8H 30" Typ. 2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III �/" 1-6-0 J (.) 9-0-0 V 3X10= 2X4 III 2X4 III 3X10= 3X7.-- 3X7=7=- 1" X7=3X7=I_ 2-7-8 5-2-4 2-6-12 ., 2-7-8 -7-8 1-9-10 4c 2-7-8 2-7-8 'f2-6-12 5-2-4 2-7-8 k17-5-2 Over 2 Supports R=993 W=3.75" R=993 Design Crit: I RC2012/TPI—2007(STD) P��Q PROFFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.. Top GEN : Le OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 .400541114131.. Rego AND FOLLOW ALL NOTES ON THIS CRANING! REF R7175— 2340 825 N 4th Ave,Comelius OR 97113 "t " FURNISH THIS DAMNING ING ALL CONTRACTORS INCLUDING THE INSTALLERS. N1,TC LL 40.0 PSF Trusses require extreme care fabricating, handling, shipping, installing and bracing. Refer to and follow tir DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and ATGA) for safety practices prior to performing these functions_ Installers shall provide temporary bracing per BCSI. Unless net.otherwise, Allibk top chord shall have properly attamed structural sheathing aro bottom chord shall have a properly attached 7.0 PSF a rigitl celrng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI / DRW CAUSR7175 17338290 r,II ,�O`�� sections 63, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and an 12/05/201 C DL Jthe Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation free this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, •�l� AN ITWCOMR4NY Installation.bracing of trusses. 1ZLY14,1 44 C TOT.LD. 57.0 PSF SEAN— 11616 A.pw6eel •b this drawing.f the f sign listing. Thethidrawing, Ihetduiwee o f thr ro•of professional engineering leGS$ ��TSr t0 DUR.FAC. 1 .00 FROM BB A.partes t icy.et•ty Har the design*neon. n.•meltability end t w.e this w...tro r any structure t•the 8351 Rovana Circle r••pnlrtblt Sty of the Building Designer par ARSI/TPI 1 S•o.2. e Sacramento,CA 95828 For more information see this job's neral , nates page and these web sites: RpoowAl RIRM2fHR SPACING 24.0" )RFF- 1W6H7175722 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslee 2885 Floor Mast -- master HILLSBORO, OR - J ) '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 lax JT VERT DEFL: LL: 0.24" DL: 0.23". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. :amber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. F. 7-10-8 21.5" -1.- 7-10-8 H 3011 Typ. J 2X4111 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III 1-6-0 � om 1-6-0 ,mawt vy t: 9-0-0 t 3X10. 2X4 III 2X4 III 3X10= 3X7 3X7= L. 2-7-8 5-2-4 2-6-12 ,TL 2_x_8 'ice 1-11-0 2-2-7_8 '-L' 2-6-12 5-2-4 2-7-8 F 17-6-8 Over 2 Supports r �I R=1000 W=3.75" R=1000 W=1.75" ftp PROP Design Crit: IRC2012/TPI-2007(STD) 4 S 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.04 ,,,d►,GPI : Le. OR/-/1/-/-/R/- Scale =.375"/Ft. -825 ComponN4thAentsofOregon (503)357-"118 ';WARNINNIae REAills Atm FOLLOW NOTES ON THIS OWING! 83294PE �TC LL 40.0 PSF REF R7175- 2341 825 N 4th Ave,Cornelius OR 97113 "INPalTANi•• FURNISH nils ammo to ALL CONTRACTORS mamma tip INSTALLERS. j.51: Trusses require extreme re in fabricating, handling, shipping. installing and bracing. Refer to and follow may/' the latest edition of BCS1(Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing Lhasa functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attanled 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 SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338289 Ail O\ sections 63. 67 or 870, as applicable. Apply plates to each face of truss and position as shown above and m I� L J the Joint Details, unless noted otherwise. Refer to drawings 100A_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 OREGON 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN BTW COMPANY instal lotion a bracing of trusses. 14 SLY 14,qeP ® TOT.LD. 57.0 PSF SEQN- 11618 w A awl an this drawing or eager woe listing this drawing, Indicates acceptance er professional engineering f ••ponsibllity solely for the design•Moro. The suitability end use of this drool fav a MO {) w wy st..letNre is tM eel!Tan DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 3se.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 74.0 .)REF- 1WBH7175777 n,.,r. ........ ran. - Rana sol atam2trtst " THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - JGE ) '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*) 1 plate(s) require special positioning. Refer to scaled plate 'rovide for complete drainage of roof. plot details for special positioning requirements. .asten rated sheathing to one face of this frame. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. >PECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Truss must be installed as shown with top chord up. 'C - From 124 PLF at 0.00 to 124 PLF at 2.33 IC - From 7 PLF at 0.00 to 7 PLF at 2.33 1.5X3 III 1.5X3 III 1.5X3 III w��U • I -I I 3X5(**)(I) 1-6-0 1-6-0 a�: uima 3X5= _� �� 3X5= 9-0-0 i /// . 1.5X3 III 1.5X3 III 1.5X3 III 2-4-0-H 0-1-8 Jew 2-2-8 -J 2-4-0 Over er Continuous Support R=131 PLF W=2-4-0 Design Crit: IRC2012/TPI-2007(STD) so PRop , 'LT TYP. Wave FT/RT=10%(096)/4(0) 16.01 .1R ll,da(,•'ift,,`rS OR/-/1/-/-/R/- Scale =.5"/Ft. vss 825 N4th Ave, of Oregon (503)357-1118 "WARNINNI H• HIS aro NG TO ALL SmRS ON RSIs INCLUDING NGI ! , REF R7175- 2342 825 N 4th Ave,Cornelius OR 97113 "I�T�" FURNISH THIS CRANING To ALL CONTRACTORS II10.1AING TME INSTALLERS. �/0 �] TC LL 40.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE the latest edition of BC51 (Building Component Safety Information, by TPI and 11TCA) for safety Practices prior ..... / .l DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, /� - op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.D PSF DRW CAUSR7175 17338291 t• rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC ,4 �Q sections 83, 87 or B10, as applicable. Apply Places to each face cru and position as s nwn above and on 12/05/2017 4 L the Joint Details. unlessnoted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation e bracing of trusses. fir. TOT.LD. 57.0 PSF SEQN- 102955 a A...I on this drawing or cover pep.listing this drawing, indicates acceptance of profseelansl engineering �/_ l,l y 14 2I el responsibility solely for the design Shea.. The suitability and ow of this drawing for any etn.eture le the Y V 8351 Rovana Circle responsibility el toe Nullding Designer per NKI/1PI 1 S.C.2• S T .• DUR.FAC. 1 .00 Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: " °e an M BB a,.,r. ...... ,_.__._... car,... ..... • SPAC 1 N(; 24.0" 1RFF- 1WRH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - AGE ) '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 (**) 5 plate(s) require special positioning. Refer to lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate 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. 7asten rated sheathing to one face of this frame. r f 1-6-0 1-6-0 I I I 1 f l < [ I .l I - - 9-0-0 /i////,- /////' -�- ///moi// 2X4- . 3X5(**) = 3X5(** — 3X5(**) = 3X5(**) = 2X4---.-- 3x5(**) Ec 8-1-0 0-1-8 -LL- 7-11-8 k8-1-0 Over Continuous Support ;] R=131 PLF W=8-1-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) 0.0 PROF. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02. 4 r pi (.jv 1 OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents of Oregon (503)357-2118 **WARNINGI*• READ AND FOLLOW ALL NOTES ON THIS CRAVING! 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.'ca fabricating, TNis DRAWING TO CONTRPcTONt INCLUDING G THE . �0 ‹fi i �� TC LL 40.0 PSF REF R7175- 2343 Trusses require extrema re in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE `RR''�-]] the latest edition of BCSI(Building Component Safety Information, by TPI and RICA) for safety practices prior �..^' ► DL 10.0 PSF DATE 12/04/17 to performing these functions. ClnsCel lens shall provide temporary breding Per BCS1, Unless noted oCharwlse, / top chore shall have properly attach.structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs snail have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338288 ,4 f O�� sections 83, B7 or Bto, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 II L c a Joint oecalis. unl¢ss nota oc a wise. Rarer to drawings tce f nor ata dare plata positions BC LL Alpine. a divl sf on of I7W Bvileing Conpon s Group Inc. shall not be responis ibla for any eevieClen from this OREGON 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with AMI/TPI 1, or for handling, shipping, AN ITW CON/HINNY installation a bracing of trusses. .p, TOT.LD. 57.0 PSF SEQN- 24802 ,. A pal an this drawing or cover page listing al.drawing. Indicates seeeptanee of pre?...ien.l engineering �/ t'Z/(y 14 2644 responsibility solely for the tl..lpn elan. The eaIt.bSISty and use Of this enwrap for any 1treebere ie the **ell t tin DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the&mIIdltp Owlpn.r per ANSI/TPI 1 3se.2. $,e I'Tao Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites, w,. .._._, a .. ........ .. ...... , SPACING 24.0" 1RFF- 1WBH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - A ) -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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5. 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. F30" Typ. d 3X5E.- 1 .5X3 III 3X5= 1 .5X3 III 1 .5X3 III 1-6-0 1-6-0 I V I/ +9-0-0 3X5= 3X3= 1 .5X3 III 3X5= o"12 ler 2-6-12 _l 2-6-12 2"8 2-7-8 0"12 5-2-4 8 2-8-4 Fc 8-1-0 Over 2 Supports R=461 R=461 W=2.5" Design Crit: IRC2012/TPI-2007(STD) EO PRO/%._ 'LT TYP. Wave FT/RT=10% 0%)/4 0) 15.02.i0:f.ggih�f� (' 3 OR/-/1/-/-/R/- Scale =.5"/Ft. ••WARNING!ee MAD AND FOLLOD ALL NOTES OH THIS CRAVING, n 855 N 4th Ave, of Cornelius 9711(503)357-2118 ee11PORTANree FURNISH THIS awlNG To ALL CONTRACTORS INCLUDING THE INSMLLots C9 (G >" -r� TC LL 40.0 PSF REF R7175- 2344 825 N 4th Ave,ComellUs OR 97113 Trusses require extreme care In fabricating, l(/ 83284PE rg, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WiCA) for safety practices prior r,,,,— J DL 10.0 PSF DATE 12/04/17 to performing these functions. Installersshall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural ctural sheathing and bottom chord shall have a properly attached BC DL 7.0 PS F ..04111111 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per DRW CAUSR7175 17338302 r. 1 O`� sections 93, 87 or RIO. as applicable. Apply plates to each face of ere arid position as down above and an 12/05/2017 A l''I.II'�L J the Joint Details, unless rated otherwise. Refer to drawings 1e0A_Z for standard plate positions. /� BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/Tel 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. TOT.LD. 57.0 PSF SEQN- 112564 e A mei on this drawing or cover page Hating thlc drawing, indicates acceptance of proferiori engineering �/_ 'liLy 14,204 0 reepositHilty solely fbr the design shown. Tne suitability end use of this drawing far •treater•Is the 8351 RovanaCircle rrpdYmulty or las sending Designer per ANSI/TPI t Sen.z, any *eel,lar 't OUR.FA/C�. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING Nl a,.,r. ......_._.__._... m.. ....... ver,... ..-.. 74.t)" JRFF- 1WFTH7175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - E ) "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 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. I- 7-10-8 -r" 7-10-8 7-10-8 - F30" Typ. 3X3= 2X4 III 3X10= 2X4 III 3X3= 2X4 III 3X10= 2X4 III -41144414444144%‘. Li 1_6_0 /- 1.6.0 l' \-7.---- 4" 4- I 5! -0-0 ' 3X7-- 3X10 - 2X4 III 3X10- 2X4 X10=2X4 III 3X7 2-7-8 5-2-4 2-6-12 2_7_8 >I 1'8 2-7-8 1 2-6-12 5-2-4 2-7-8 16-3-0 Over 2 Supports R=926 R=926 W=2.5" Design Crit: I RC2012/TPI-2007(STD) .t1�Gp'O PRt:oFFS 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.0,e 4f GiN F. ► «., OR/-/1/-/-/R/- Scale =.5"/Ft. OFvas •�WARNINGI we READ AND FOLLOW ALL NOTES ON THIS DRAINING! Components of Oregon 971157-_1l8 ...IMPORTANT.* FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �TC LL 40.0 PSF s2s N 4th Ave,Cornelius OR 97113 REF R7175- 2345 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow IL 10.0 PSF DATE 12/04/17 the latest edition or BCS' (Building Component safety Information, by TPI and WTCA) for safety practices prior o performing these functions, Installers shall provide temporary bracing per BCsl. Unless noted ethane'se, to chord shall have properly attached structural sheathing a.bottom chord shall have a properly attached 0 PSF ,1411114 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! 12/05/2017 DRW CAUSR7175 17338305 A r� LO`0 N E thesecJoinions B3, ai or unlB10ess as noted otherwise. applicable. Apply plaits to each faceofCru and position po shown above and on IIIL'I'� J tAl mini Details. wof 11tadangeCo po. is Gr Inc. shangsll not a responsardibl plata any as. OREGON BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a dy vision of Ibu Building Comtruss in Group Inc. h AN not be responsible for a,ry shipping, deviation fran this tlnstall, any failure to build the truss in conformance with ANBI/TPI 1, or for handling, shl ppirg, AN ITW COMPANY Installation.bracing of trusses. G�q `ZLY 14,Z0e e) TOT.LD. 57.0 PSF SEQN— 11594 e A wl on this drssing on ewer pe Gs I1.t1ng this drssing, 'militates eocaptanoe of professional engineering V,9e ''� 8351 RovanaCircle responsibility solely Building design g�ANSI/1P1;°o.2"'°""of""'°r°"'"°for any structure'•the alt Tan • DUR.FAC. 1 .00 FROM BB Sacramento,CA958z8 For more information awes this Job's general notes page and Lbws.Gab site.: Renewal 6/30/2018 SPACING 24.0" .1RFF- 1W6H7175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - G) -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/360 live and L/240 total load. Creep increase -russ must be installed as shown with top chord up. factor for dead load is 1.50. symmetric truss design-Do not install end-for-end. f 30" Typ. 1 2X4 III W=3X5 2X4 III 3X5= 2X4 III 3X5= 2X4 III 3X7= 2X4 III 3X3= 3X5= 2X4 III i _ li 9-0-0 3X3= W=3X5= 3X7= 3X3= 3X5= nE= 3X5- 3X10 lc 10-0-4 >I< 13-0-0 5-2-4 4-7-12 5-1-8 2-7-8 5-2-4 k 23-0-4 Over 3 Supports R=493 W=3.75" R=1592 W=3.5" R=642 Design Crit: I RC2012/TPI-2007(STD) ��FLEO QROF..s 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .0e a tC014 F4 'p OR/-/1/-/-/R/- Scale =.35"/Ft. uss Components of Oregon (503)357-2118 ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAPING! -" 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TMn E INSTALLERS. Iti 83294PE .- TC LL 40.0 PSF REF R7175- 2346 Trusses require extreme n(Building Component Safety Information, by TPI and re in fabricating, handling, shipping, installing and bracing. Refer to and follow 66 the latest edition ofSCSINrCA) for safety practices prior / IL 10.0 PSF DATE 12/05/17 ro performing these functions. Installers shall provide temporary bracing per SCSI. Unless toted otherwise, op chord shall have properly attached atruetural sheathing and bottom chord shall have a properly attached rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.0 PSFDRW CAUSR7175 17339011 ■ _I D N sections 0D Details, or unless as noted other Apply plates to each face f cru aro position as shown above and on Jthe Joint Retails, unless Building Components tafar to drawings 160A-Z a forstandardplana any devias. te OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of ITN Building Cbmponant9 Group Inc. doll not ba responsible for any tlavieCion from this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, C. AN ITWCOMPANY installation.bracing of trusses. "AY 14,2- m TOT.LD. 57.0 PSF SEAN- 154038 responsibility.p.1 e,thly dr.wlely or the d sign shoeing TA. oitabig, I d tesnes ofthis wi r aRtle.•.I.t `s8a�1 Tan DUR.FAC. 1 .00 FROM BB • sei l.solely nor the r pigs.lean. Tho Wnfair ,cy andisee acceptance this drawingprofessional fr any. inline i.en. • 8351 Rovana Circle responsibility of the Wilding Designer per ANSI/WPI 1 S.e.2. Sacramento,CA95R2R For more Information Rae this Job's general nates page and chase web Renee: Renewal 6/3012018 SPACING 24.0" .1RFF- 1W61-17175772 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - H ) -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 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. F 7-10-8 4.5' I_—F 5-3-0 H 30" Typ. 1 .5X3 III 1 .5X3 III 3X7= 1 .5X3 III 3X3- 3X7= 1 .5X3 III 1-6-0 / 1-6-0 61, 9-0-0 t 3X7= 1 .5X3 III .. 3X5.-- 3X5= 3X5 I' 2-7-8 2-6-12 2-7-8 J 2-6-12 _ 5-2-4 'I` 2-7-8 'I1P1< I_ 2-7-8 5-2-4 1< 13-6-0 Over 2 Supports R=769 W=1.75" R=769 W=1.75" _Eo PROF, Design Crit: I RC201 2/TP 1-2007(STD) ,��G S LT TYP. Wave FT/RT=10%(0% /4(0) 15.02..r ,t33N Eo. .' OR/-/1/-/-/R/- Scale =.5"/Ft. -ussComponentsofOregon (503)357-2118 •'WARN ING!•• REM)A10 FOLLOW ALL NOTES ON THIS OOAaINGI (CO n 825 N 4th Ave,Gemellus OR 97113 ••IiimmtpNT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TWE INSTALLERS. 83294PE 'r J TC LL 40.0 PSF REF R7175- 2347 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow owir IL 1 0.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and XTCA) for safety practices prior to performing these functions. lnstallersshall provide temprary bracing per SCSI. Unless noted otherwise,Alikh top chord shall have properly attached taed structural sheathing and bottom Chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSFDRW CAUSR7175 17338308 '41r,II i�O`� sections B3, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on J the Joint Details, unieas noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITR Building Components Group Inc. shell not be responsible for any deviation from this awing, any failure to build the truss in conformance with ANSI/TVI 1, or for handling, shipping, AN ITW COMPANY drawing. any .bracing of trusses. 3 *IILy 14 2G." �0 TOT.LD. 57.0 PSF SEQN- 11711 • A emel an this Crewing or emler page listing all Oreel ee. Indicates acceptance,of professional engineering �� 8351 Rovana Circle resp ability or &AidinnW the w.Ig ign�ANSI/WI 1 Ssc.p,mn° ~•Of this crewing. *tractor*1. ell Tar DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this jab's general notes page and these web sites, -'-- .-..---. ...... ...... .___ Renewal 6/30/2018 SPACING 24.G" )RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - HGE ) "op chord 4x2 HF #2 :116 4x2 HF #1&Bet. : + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Sot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the ;I) - plates so marked were sized using 0% Fabrication appropriate span rated glue-nailed wood sheathing. "olerance, 0 degrees Rotational Tolerance, and/or zero Positioning -olerance. (**) 17 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 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. W=3X5- T16 J L' - 1 - - - , V - 1' 1- (-0 1-1 ' Y LI +1 1 + J Ci 11 n rw 1 1-6-0 3X5 k**) = 3X5(**) = 3 (**) — 3X5(**) = 3X5(**) = 3X5( *) - W=3X5 a7- 5(** 3X5(**) 3X5(**) 3X5(**)(1) = 3X5(**) - 3X5(**) - 3X5(**) - 3X5(**) - 3X5(**) = 3X5(**) - 3X5(**) I< 23-5-12 >1 0-1-8 0-0-128 JL 8-7-12 J--IL— 14-0-4 23-5-12 Over 2 Supports -{ R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 lote: All Plates Are 2X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) ixE F'FS 'LT TYP. Wave FT/RT=10%(0% /4(0) 16.O1 .f,�, .��t;�� S� OR/-/1/-/-/R/- Scale =.3125"/Ft. vssComponents ofOregon (503)357-2118 **Nb1RAINGI** READ AND MUDDAu lorEs a THIS ORPNINGI �� REF R7175- 2348 825 N 4th Ave,Cornelius OR 97113 eelwaarANre FURNISH THIS DRAWING m ALL mammon mon INCLUDING TME INSTALLERS, Cl TC LL 40.0 PSF Trusses require extreme tare in fabricating, 83294PE Safety Information,, ohipping, insteilind antl brating. Rayer to aro fallow �, _ DL 1 0.0 PSF DATE 1 2/04/1 7 t!» latest ng'thes of ncti (a. Inst Component Seprov eteporarby TPI and aTCSI far safety practices prior o performing ha ihhav functions. Installers shell provide ng and bracing per all Unless pnotedroperly otherwise. Yop chord shell have properly attached structural sheathing ane Whom chord shall Mave a properly ettechatl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per ac BC DL 7.0 PSF DRW CAUSR7175 17338284 s 83, 97 or 1310, as applicable. Apply plates to each face of trussand position as shown above and on 1 2/05/20 1 7 /.1 1 I�)�N ` ' 'h`�0,, oataf unlet Haag atharwi=e. RaTar to tlrawing,libo-Z Tarte,dab Plata ny dOne.t. BC LL 0.0 PSF CA-ENG PBC/RTT A I' 11 (� Alpire, a divfsipn of ITW Bulltling Components G sup Inc. shell n i ba responsible fo a y deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. /3 C TOT.LD. 57.0 PSF SEQN- 102959 e A...I on this awing or cover page listing this drawing. Indicate*acceptance of professional engineering 4 LY 14,2O I?j responsibility solely for the design.Awn. The suitability nee or this drawing for any scrueclr.is w 8351 Rovana Circle responsibility of the Wilding D..ig.r p.r AISI.,pI 'I�.2 Sg f T9 DUR.FAC. 1 .00 FROM BB Sacramento,CA95828 For more information see this Job's general �(I �"� notes Gaga and these web Sites: SPACING 24.0" 1RFF- 1WBH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - F ) op chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live lot chord 4x2 HF #2 load applied per IRC-12 section 301.5. Webs 4x2 DF-L Std/Stud 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. F2-9-0 _I 11" _I` 2-9-0 H 30" Typ. - 1 .5X3 III 3X3= 3X3= 1 .5X3 III 1 - - 1 1-6-0 1-6-0 - - if -, 9-0-0 \`l ii 1 .5X3 III 3X3 - 3X3- X3=3X3= 1 .5X3 III 2-7-8 1-0-8 2-7-8 2-8-4 `1-0-8›-c2-8-4 1 6-5-0 Over 2 Supports ;{ R=366 W=2.5" R=366 Design Crit: I RC2012/TPI-2007(STD) Q.ED PROpA. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.01 .►. . 14 F $ r. 1 OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 ”WARN� INGI•• READ No FOLLOW ALL NOTES ON THIS DIMING! fi Z. TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH TNIs DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. f�� (G g32l34PE y REF R7175— 2349 Tastes require extreme re In fabricating, handling. shipping, metalling and bracing. Refer ac follow A. ' DL 1 0.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Infa ricationt Safety Information, by Tal and WTCA) for safety practices ollow _ to performing these functions. Installers shell provide temporary bracing per BCS1. Unless noted otherwise. op chord hell nave properly...hod structural sheathing am bottom chord shall have a properly attachm BC DL 7.0 PSF DRW CAUSR7175 17338285 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC Al��O` sections B3, B7 or B10. as applicable. Apply plates to each face of trussand position as shown above and on 12/05/201 7 Jthe Joint Details, unless noted otherwise. Refer to drawings 100A-2 for Standard plate positions. L /� BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, anyfailure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR4NY installation A bracing of Crosses. 1) �, = TOT.LD. 57.0 PSF SEQN- 350844 A new an this Oresine or o.wr me listing ml.drawling, InOlest s see.pt.lo•of profs.simoi engineering 0'14,7G 0 re.pan.lbility solely fbr the design elle..,. The suitability and I,..of this drawing for any structure.i.the FROM BB 8351 RGvanaCircie responsibility of the Building Designer per ANSI/11.1 T Bes.2. ssell Tar • DUR.FAC. 1 .00 Sacramento,CA 95828 For more information see thin Job's general nates page and these web site=: SPACING 24.0" .1RFF- 1 WRH 7'1 75 72 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - M ) 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live ipecial loads load applied per IRC-12 section 301.5. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 3.52 Deflection meets L/480 live and L/360 total load. Creep increase BC- From 14 plf at 0.00 to 14 plf at 3.52 factor for dead load is 1.50. TC- -365.00 lb Conc. Load at 1.69 Truss must be installed as shown with top chord up. 2-9-0 _r 7.70-1-8 -8 30" Typ. H F . 1 .5X3 III 1 .5X3 III 3X3= , 1-6-0 1-6-0 , 000111 r „ 9-0-0 3X3 - 1 .5X3 III 1 .5X3 III O 2-8-4 ›,I`9"4o3h2 F3-6-4 Over 2 Supports R=95 R=95 Design Crit: I RC2012/TPI-2007(STD) 9.so PROpF" 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .ft u 4U'4 Ek s/ OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 ••WARNiNGIe• READ NO MUMALL NOTES ON THIS ORNVINGI 825 N 4th Ave,Cornelius OR 97113 ..liPORTANT.. FURNISH THIS DRAINING m ALL CONTRACTORS INCLUDING THE INSTALLERS. my TC LL 40.0 PSF REF R7175- 2350 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. t InstallersshallProvide temporary bracing per BCSI. Unless noted otherwise, l'Atop chord shall have properly a Cached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF rigid calling. Locations sham for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338293 A��= N E sections Ba, ai or as applicable.otherwise. R Plates to each face of Cru and rd pl to as storm shwa and h J <Al ane. Bdivision ivils. anisITretail ingCopoRefer Ca drawings,BGA_Z a responsibl plata any positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Alpine.re, a tli vi si on of ITY Building Components Group Inc. shell not be responsible for any tlwietlon from this sting. any fallacy to!wild the truss in conformance with ANSI/TPI 1, or for handling, shipping, h'L 004 = TOT.LD. 57.0 PSF SEQN- 39 505 AN 17W COMPANY installation inn a bracing or trusses.the. Awl as this drawing Cr moor pegs 1lstlro this erawlnlS I Indicate*amaptaroa or gor professional engineering GS8e�1�Tah �� DUR.FAC. 1 .00 FROM BB " responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 Rovana Circle responsibility of tine/Yilaing Designer per ANSI/TPI 1 Bat,2. Sacramento,CA 95828 For mere information see this Jobs general notes page and these web sites: o...........h aranhynm•aa SPACING 24.0" .1RFF- IW6H7175777 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -RvrsIde 2885 Floor Mast -- master HILLSBORO, OR - M1 ) '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 (**) 4 plate(s) require special positioning. Refer to lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled plate 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. 7asten rated sheathing to one face of this frame. F. 14.5" IF 14.5" -17.20 `-8 - _ _ 1 1-6-01-6-0 - - V +9-0-0 , 3X3(**) —= 3X5(**) 3X5(**) = 3X3(**) -1-4-121-4-09"8 0-1-8 3-4-12 J 3-6-4 Over 2 Supports R=201 R=201 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 4.0`.d `. w %S 'LT TYP. Wave FT/RT=1096(096)/4(0) 15.02.'a (ABV Ek.1, • OR/-/1/-/-/R/- Scale =.5"/Ft. vas Components of Oregon (503)357-2118 "WARN� INNIe' READ AND NGFOLLOW ALL MIS On THIS awuGG) � TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 "OPORTANT'• R110151 MIS DRAWING To ALL ow�mAcmns INCLUDING t INSTALLERS, 88294pE "P REF R7175- 2351 Trusses require extreme re in fabricating, handling, shipping. Installing and bracing. Refer to and follow �� the latest edition of BCsi(Building Component safety Information, by TP1 and wrCA) far safety practices prior ' DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per sm. Unless noted oherwise, ,41164 attached Structural sheathing and bottom chord shall have a properly top chord shall have properly attaattached :C DL 7.0 PSF rigid caning. Locations shown for permanent lateral restraint of webs shall have bracing installed per 13Cs1 12iosr2ot7 DRW CAUSR7175 17338306 r�O`� sections B3, B7 or BIG. as applicable. Apply plates to each faceoftruss and position as stwn above and on All J NIE the Joint Details. unless„vied otherwise. Refer to drawings Ii�GA_Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITW Building Conponencs Group Inc. shall not be responsible for any deviation Fran this OREGON drawing, any failure to build the truss in conformance with ANSI/TVI 1, or for handling, shipping, AN ITW COMPANY iowtanatlon.braving or trneaee. SLY ;nzo0 r TOT.LD. 57.0 PSF SEQN- 24813 . A seal on this drawing or ower page Slating this drawing, Indiwtw maw. .pt n .f proh.olurl egln.orle G �� ewr.bl i ley end use of this drawing I icy solely for the design.horn. Th.Sul r. drawing for any structure IS the sse 11 Tar DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle responsibility of the Building Resigner per ANSI/1PI I S.e.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, — .,ni.m. ..-----•-.--._...---. T... ..-----._-----. wr,... __,__.___.. o ..a.yund 12111119.1+!1 SPACING 24.n" JRFF- 1 WAH7175792 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z ) '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 (**) 3 plate(s) require special positioning. Refer to scaled lottom chord checked for 10.00 psf non-concurrent bottom chord live plate 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. asten rated sheathing to one face of this frame. 3X5(**) = 3X5(**) •1.........__•........ ...........1 1-6-0 111.1rAll-' 1-6-0 mamilimmm•m ■r ■ ■� ■�■mmomommommmmommummEnail mmummEmmonmmwmwmwainmEmmommmwommmmillmwm 9-0-0 i� ///// . / / / 2X4= 3X5(**) = 2X4= 1< 5-5-14 0-1-8 5-4-6 J F--5-5-14 Over Continuous Support R=131 PLF W=5-5-14 cote: All Plates Are 1 .5X3 Except As Shown. EO PROP Design Crit: IRC2012/TPI-2007(STD) �'�' .S ALT TYP. Wave FT/RT=1096(096)/4(0) 15.02.'e 1 d E ` a ' OR/-/1/-/-/R/- Scale =.511/Ft. vssComponents ofOregon (503)357-2118 •*WARN INGIe• DEAD Aro Fd1DN ALL NOTES ON THIS DRACINGI �� F/Q 825 N 4th Ave,Comelius OR 97113 "1 TAN&" FINNISH THIS DANCING 70 ALL CONTRACTORS INCLUDING lie INsrALusts. pi 832S4PE ,�TC LL 40.0 PSF REF R7175- 2352 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow �. .�.-- DL 10.0 PSF DATE 12/04/17 the latest edition of BCS1 (Building Component Safety Information, by TPI and U.TCA) for sefet Ices for o performing these functions. tInstallers obeli de to bract noted of pr prowl temporary bracing per SCSI. Unless a otherw loan top chord shall have properly attached structural sheathing and batten chord shall have a properly attached :C DL 7.0 PSF."411111116 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 DRW CAUSR7175 17338300 nf• actions B3, B7 or sm. as applicable. Apply plates to each face of truss and position as shown above and on A II PI]NE `he Joint Details. ,.rises noted otherwise. Refer to drawings,BGo_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/CWC Alpine, a division of ITR Building Components Group Inc. shall n t be responsible for any deviation from this .,,�I� awing. any failure to build the truss in conformance with ANSI/IP! 1. or for handling, shipping. I1*4. "btr saw soo° m TOT.LD. 57.0 PSF SEQN- 26319 AN ITW COMPANY Installation a bracing of trusses. Awl on this drawsolely or stheawn sign fleeing MIs dsuitability Indicatesuse..s this dr of g for structure.t is t ssell Tar�.� DUR.FAC. 1 .00 FROM BB • A seal onll its drawly for we r page f lleewl. TheVII sdr8 Ir Sty dts.ee MIs ee of p efe.Cly.i .. ne engineering tar 8351 RDvana Circle responsibility of the Building Cosigner p.r ANSI/11.1 1 8.6.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: u.._.....oi a79n.4fl1A SPACING 24.0" .1RFF- 1W6H71 7.ri772 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - X ) 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection 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. •asten rated sheathing to one face of this frame. F19.25" 0_11-8 1 .5X3 III 1 .5X3 111 1 ° 1 1-6-0 I 1-6-0 2X4 s'�■ 2X4= ■ ■ 1 .5X3 III 1 .5X3 III 1<---1-10-4—>i 1-8-12 J 1-10-4 Over Continuous Support r -1 R=114 PLF W=1-10-4 Design Crit: I RC2012/TPI-2007(STD) dG'?'�C!PROfiFs 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.F<<<.l s(del . S T OR/-/1/-/-/R/- Scale =.5"/Ft. uss Components of Oregon (503)357-2118 " AND"'WARN READ AFOLLOW Au NOTES ON THIS ORATING! ((/lis �AQ Z TC LL 40.0 PSF 2353 825 N 4th Ave,Comelius OR 97113 ••IwaRTAxr' 'MIS)s DRAWING TO ALL CONTRACTORS INCLUDING ole INSTALLOIS. h((j83294PE .� REF R7175- Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow - the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shallprovide temporary bracing per BCS1. Unless noted otherwise, ,041624 top chord shall have properly attached structural ctural sheathing and bottom chord shall neve a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per Bcsl BC DL 7.0 PSF DRW CAUSR7175 17338299 LI O`� .�.. sections 83, 87 or 810, ass applicable. Apply plates to each face of trussand position as shown above and m L J IIIL(r��--' the Joint Details, unless ted otherwise. Refer to drawings 160A_2 forstandardplate positions. 12/05/2017 Alpine. a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/CWC drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, ,y� AN ITWCOMR4NY Installation.bracing of trusses. 3 `�tY 14,so� 0 TOT.LD. 57.0 PSF SEQN- 26315 A seal on this tlrsirl lt0 or Cover pegs listing this droning,III Intl ewtes of 581OMe eI profewsl arNl Iasi engineering • responsibility solely fur CIN design weep. The suitability.N ma or this drawing Wer any structure Is the FROM BB 8351 RovanaCircle reeperrmu icy or the Building Designer per ANsvrrl 1 s.e.z. sl�e'!Tan!,t DUR.FAC. 1 .00 Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 74.011 n.. ._. r.. .._..... -_ _ JRFF— 1WFiH71757?� I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BPX ) -op chord 4x2 HF #1&Bet. 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 #2 :W2, W3 4x2 DF-L Std/Stud: Negative reaction(s) of -401# MAX. (See below) from a non-wind load lottom chord checked for 10.00 psf non-concurrent bottom chord live case requires uplift connection. 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. 2X4 III 1 .5X3 III 1 .5X3 III 2X4 III 1 = L J 1 1-6-0 W2 W3 1-6-0 L I- 1 „ 9-o-o __L_ 1 .5X3 IH 2X4 III 2X4 III 1 .5X3 III /5"4j8"815'4T 1-8-8 Over 2 Supports R=46/-379 R=46/-401 Design Crit: 1RC2012/TPI-2007(STD) I9' PROF S+ 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .►r�,'� 40.1F s'/• OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponentsofOregon (503)357-2118 ' MIARNINGI•• READ AND FatA ALL NOTES a THIS MINING! 4* 6.- TC LL 825 N 4th Ave,Comelius DR 97113 ••IIPgRAMT' FURNISH THIS DRAWING TO ALL TRACT INCLUDING THE INSTALLERS, (IV 83294PE 40.0 PSF REF R7175- 2354 Trusses require extremere In fabricating, handling, shipping, installing and bracing. Refer to and follow Q! / the latest edition of BCSI(Building Component Safety Information, by TPI and RICA) for safety practices prior / . - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, — op chord shall have properly attached structural sheathing and bottom chord shell have a properly attached BC DL 7.0 PSF rigid telling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per SCSI 1 /� DRW CAUSR7175 17338298 ,4 actions 83, 87 or 810, as applicable. Apply plates to each face of trussa,M position as shown above and on 1205/2017 L J Che loin Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMaANY drawing, .bracing of trusses. s.s- el TOT.LD. 57.0 PSF SEQN- 39508 • A.wl on thls drerinp Cr cover peso listing this dr.wln0. Indicates acceptance or prmrasslen.l elyln..riny /* el vt1'14,20V_ Qj r..pprlel l sty solely Tar the design.Ie.T. The suitability.m Iae of this afwl,p ror any.armature I.the responsibility Tan•.' re. DUR.FAC 1 .00 FROM BB 1 8351 Rovaia Circle responsibility of the Building Designer per AI I/TPI t See.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: m. ........ _ . _ ,. .. SPACING 24.0" 1RFF- 1 WfiH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - LG ) -op chord 2x4 DF-L #1&Bet. 2 COMPLETE TRUSSES REQU I RED I ` 2 Sot chord 2x6 DF-L 2400f-2.OE Webs 2x4 DF-L Std/Stud :W2, W4 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. special loads Bot Chord: 1 Row (0 6.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 17 plf at 0.00 to 17 plf at 24.35 Use equal spacing between rows and stagger nails BC- From 2 plf at 0.00 to 2 plf at 24.35 in each row to avoid splitting. BC- 4180.00 lb Conc. Load at 6.80 Calculated vertical deflection is 0.59" due to live load and 0.58" due )eflection meets L/360 live and L/240 total load. Creep increase factor to dead load at X = 10-6-6. 'or dead load is 1.50. JT PLATE LATERAL CHORD 'russ must be installed as shown with top chord up. No SIZE SHIFT BITE [ 4] SSO514 S 1.25 he TC of this truss shall be braced with attached spans at 24" OC in [ 5] W5X7 S 1.25 leu of structural sheathing. [ 7] W6X10 3.50 L 3.00 [12] W4X5 S 1.25 [13] W4X5 S 1.25 [14] W4X5 S 1.25 [18] W4X5 S 1.25 [19] W4X5 S 1.25 [20] W4X5 S 1.25 [21] W4X5 S 1.25 4X5[18] 5X7[5] = 1.5X3 III 4X5= 4X5(R)[13] III 3X5 4X5(R)[20] III 4X8(R) III 8X8= — �� � 11111 �� V _ •• .. 9-0-0 b SS0514[4] = 6X10[7] EE 4X5(R)[12] III 4X5[14] = 4X5(R)[19] III 4X5(R)[21] III , 3X5 III 1.5X4 III SS0514= 1"12 3-3-15 3-3-15 3-7-1 3-7-1 L 3-7-1 3-3-15 y 3-5-10 12 1e3-3-15 3-3-15 T 3-7-1 T 3-7-1 11` 3-7-1 ?1' 3-3-15 T 3-3-14 -� 1"i2 Fc 24-4-4 Over 2 Supports R=3245 W=5.5" R=1398 W=3.75" Design Crit: CUSTOM/TPI-2007(STD) A.�RE' PRoi s, 'LT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .rA,,u,A N5 r'S,�;,T /. OR/-/1/-/-/R/- Scale =.3125"/Ft. -Liss Components (503)357-1118 "AARNINGI•• READ AND FOLIOS ILL NOTES ON THIS OR//INDI �Q TC LL 40.0 PSF po 6.1MANTONon• FURNISH THIS DINNING To ALL commiaos INCLUDING THE INSTALLERS, 83294PE 16ip 825N4thAve,ComeliusOR97113 REF R7175— 2355 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �,,,,r -- DL 10.0 PSF DATE 12/04/17 the latest edition of 8csl (Building Component Safety Information, by TPI and NTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly atm laehed structural sheathing and bottochord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Shall have bracing installed per 80SI 1 /� BC DL 7.0 PSF DRW CAUSR7175 17338307 ,4��O`� sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shows.above and on 1 2�0512O:: Jthe.)dint Data:ls. unlema nidi dlharwlae. Refer to drawing/B0A_Z far standard plate positions. BC LL 0.0 PSF CA-ENG PBC/NTT Al pf r>a, a division of ITA 8ulltling Coaponennts Group Inc, shell no!ba rasponnibla for any davietlon 1Tom CM1is OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY IOS[allation.orating of trusses. `Z/ di Q TOT.LD. 57.0 PSF SEAN- 108034 • A...1 m this drwlnc or eewr page listing thl.dr..InQ. Indicates.m.pt nes of professional engineering G LY 14,2a `0 rresponsibility of h ely&,IIding the design �ANSI/TPI 1 Sem.2 and tied of this afwihG for.rq,.trvety.I.the sse�i Tar�` DUR.FAC. 1 .15 FROM BB S8351 Rovana Circle /, I� (� acramento,CA 95828 For more information see this Jobs general notes page and those web sites: I OAII I Nt' lFF AROVF .,nlnr. ..... _, ,__._... -. .an. . , _ 1.... ..... . .., 1RFF- 1WBH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - KG ) lot chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQU 1 RED I z Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 1.25" o.c. special loads Bot Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Webs : 1 Row @ 4" o.c. TC- From 8 plf at 0.00 to 8 plf at 9.33 Use equal spacing between rows and stagger nails BC- From 1 plf at 0.00 to 1 plf at 9.33 in each row to avoid splitting. IC- 998.00 lb Conc. Load at 0.60, 2.60, 4.60, 6.60 8.60 Deflection meets L/480 live and L/360 total load. Creep increase TC- 767.00 lb Conc. Load at 3.31, 5.31, 7.31 factor for dead load is 1.50. TC- 366.00 lb Conc. Load at 9.31 Truss must be installed as shown with top chord up. IT PLATE LATERAL CHORD lo SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" oc in 1] W6X8 0 1.25 lieu of structural sheathing. 4] W5X6 2.75 R 1.75 :13] W5X6 S 1.50 :14] W6X8 0 1.25 6X8[1] = 6X8[14] 1-6.0 W — �...-._.....w: , 6-0 f 9-0-0 5X7[4] = 5X7[13] = 3X7 III 3X7 III 1"12 5"10 ,K 2-3-2 9"2? c 1-7-8 1-8-0 � 2-4-14 1-2 2-3-2 +9 2 1-7-8 I 1-8-0 457,1;' 2-3-2 1t2 F9-4-0 Over 2 Supports >� R=3566 W=5.5" R=4180 late: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ¢EV PR�fi�0 LT TYP. Wave FT/RT=2%(0%)/4(0) 16.O2.'�:, i a ,7s%". OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-'-1I8 "'WARNINGI" RFADNoFal1UrALLNOTESa'MISOWNINGI REF 87175— 2356 825 N 4th Ave,Cornelius OR 97113 "I T FURNISH THIS DRAWING m ALL CONTRACTORS 1110.11Di1/6 INSTALLERS. ju0 g3294PE 1 � TC LL 40.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior � DL 10.0 PSF 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 BC DL 7.0 PSF T. rigid ceiling. Locations shown for permanent lateral restraint of web.shall have bracing installed per SCs DRW CAUSR7175 17338283 --�1 O`� . sections 83. 87 or 610, as applicable. Apply plates to each fare of truss aro position as shown above and on 12/05/1017 L J IlllLr��-J the Joint Details, unless noted otherwise. Refer to drawings 180A-Zror standard plate positions. 14 J L 1 BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, .division of ITW Building Component.Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Iratallatian.bracing of trusses. /3 tuns TOT.LD. 57.0 PSF SEQN- 6734 REV ' A owl on this drawing.r favor page listing this drawing, Indicates acceptance of professional anglrwring 4 LY 14,20 responsibi l Sty solely fbr the design.howl. T10 ww ltl l Sty and Ins or this armoire ifor any structure is the _p • 8351 Rovana Circle responsibility of the Building be.ign.r per ANSI/TPI 1 Soe.2. S DUR.FAC. 1 .00 FROM BB eft Tan s Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: „a,er. .n,. mr... ........___:_ .-_-. _. ,___ - _ .-.- I nA�ING SFF AROVF IRFF- 1W6H717572? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT3 ) 'op chord 2x4 DF-L #1&Bet. (**) 4 plate(s) require special positioning. Refer to lot chord 2x4 DF-L #1&Bet. scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W2, W6 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC 'racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. reflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. he TC of this truss shall be braced with attached spans at 24" OC in ieu of structural sheathing. sheathing is required for any longitudinal (drag) forces. All diaphragms, 'racing, and connections shall be designed by the engineer of record. 1 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 1 1-6-0 0 0 W2 0 0 0. 0 0 0 0 LI0 0 W6 0 a 1-6-0 V 9-0-0 //////////////////////////////////////////////////// „ 1 .5X3(**) III 3X3= 4X8(**) m• 4X8(**) = 1 .5X3(**) III 3X3= 5-9-13 5-8-1 5-9-13 E17-3-12 Over Continuous Support :i R=84 PLF W=17-3-12 byte: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) BEV PROfiF 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.��, l1e �li:.� OR/-/1/-/-/R/- Scale =.375"/Ft. -uss Components of Oregon (503)357-1118 '*WARNING!*' READ AID FOLLOW ALL totes ON THIS awINGI (, (0 4/ lek TC LL 25.0 PSF REF R7175- 2357 825 N 4th Ave,Comelius OR 97113 eeIIFORTANre FURNISH THIS DRAWING TO ALL mentAc1ONs INCLUDING TME INSTALLERS. ((/ 83294PE Trusses require extreme re in fabricating, handling. shipping, installing and bracing. Refer to aM follow it the latest edition of BCS' (Building Component Safety Information, by TPI and%MA) for safety practices prior �G / - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par BCS'. 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 BCS' BC DL 7.0 PSF DRW CAUSR7175 17338292 ,4 rn 1 O`U N.E sections RD aiB7 or unl as applicable. Apply plates to each face of cru position as show above end�n rziosnol� IIIL' L J Illll� the pint Details. unless tad otherwise. Refer in drawings 180A-Z fer',ta lard plate positions. BC LL 0.0 PSF CA-ENG CWC/GSH Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from this OREGON _ drawing. any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN ITS COMPANY installation.bracing of trusses. 10 `Z/ c TOT.LD. 42.0 PSF SEQN- 11721 • A...I an this drawing.r cover pegs lifting this drawing, Indicates...outer.e of p,ef...l.n.I engineering 4 LY 14,20 0 rwa.nel.lI Ity solely for a,.design snows, The suitability end see of this drawing far..s structure I.the $ A DUR.FAC. 1 .15 FROM BB 8351 RovanaCircle responsibility.f a,.Building o..I..r per ANsI/1PI 1 s.e.2. s e/'Tao•. Sacramento,CA 95828 For more information sae this job's general pe I 1 notes and shoos web sites: , .--_--._ SPACING 24.C" 1RFF- 1WFtH71757?? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT4 ) 'o chord 2x4 DF-L #2 •• lot chord 2x4 DF-L #2 ( ) 2 plate(p) require special positioning. Refer to scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud ;W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located see DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC ,racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. reflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. sheathing is required for any longitudinal (drag) forces. All diaphragms, ,racing, and connections shall be designed by the engineer of record. lig-------m--.-------I'M---------M1-6-0 1-6-0 i11 wi11, 3X3= ■ .0 , 15, 9-0-0 // / // 1 .5X4(**) III 3X3= 1 .5X4(**) III 5-4-0 Over Continuous Support -H R=84 PLF W=5-4-0 tote: All Plates Are 1 .5X3 Except As Shown. �p PROF Design Crit: IRC2012/TPI-2007(STD) c 'LT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.',;,'� Ap/A'� thji?,,�+Al OR/-/1/-/-/R/- Scale =.5"/Ft. uss Components of Oregon (503)357-2118 •.WARN INGI•• DEAD AND MDR ALL NOTES ON 71115 OWNING' 825 N 4th Ave,Cornelius OR 97113 ••1riQlrANr•• FURNISH VHS DRAWING ig ALL cwmACTogs INDUCING THE INSTAINSTALLERS.� S• jy� 83294PE la TC LL 25.0 PSF REF R7175- 2358 Trusses require extreme care, In fabricating, handling, shipping, Installing and bracing. Refer to aha follow /Y. the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ri / : DL 10.0 PSF DATE 12/04/17 to performing these functions, Installers ashall provide temporary bracing per BCSI. Unless noted otherwise. ochard shall have properly attdhed structural c<ural sheathing and bottom chard shell haye a properly attached BC DL 7.0 PSF rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 DRW CAUSR7175 17338309 , 1 ri [0)[N E sections BD Details, or B10unless as appinoted other Apply plates to to each face of for and position te as sloven above and m 12/05/2017,/00 01 ' I'1L'll� the Joint Degan s, unlwss miwd o<lorwlsa. Refer<a drawings 180A_Z far truss plata positions. 1 L/ J L l BC LL 0.0 PSF CA-ENG CWC/GWH Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TVI 1, or for handling, shipping, AN ITW COMPANY installation at bracing of trusses. /3 ,� CP Q TOT.LD. 42.0 PSF SEQN- 11717 • A seal on this drwing or cover page I I.tlro this drawing, Indicates acceptance of proh..lonal engineering G LV 14,20 Q) r..pewsresponaibii sty solely tlr Building for the design per ANSI/The suitability. end wee of this drwlrg for coy structure I.the DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle S ell Tar•- /� rt /� Sacnlmento,CA 95828 For more information sae this Jobs general notes page and these web sites: SPACING 24 0 JRFF- 1W NG6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT6 ) 'op chord 2x4 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate lot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1, W2 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC )racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )¢flection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. tor dead load Is 1.50. Fasten rated sheathing to one face of this frame. t W1 0 0 0 0 0 0 00 1-6-0 3X5(**) �� 0 0 0 0 0 0 W2(% 1-6-0** 1-6-0 i! › //////////l ////////////// /1 1 ///// // " 9-0-0 3X5 III 3X5 III 9-6-0 >I 0-3-8 I..I_ 9-2-8 `1 1 9-6-0 Over Continuous Support ) R=84 PLF W=9-6-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) to PROFS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .14 ,d��'*i`rAY OR/-/1/-/-/R/- Scale =.5"/Ft. lssComponemsofOregon (503)357-2118 ";rutRNlNCI" READ FOLLOW ALL tloTtsaTHIS awtncl �Ui �� TC LL 25.0 PSF REF 47175- 2359 825 N 4th Ave,Comelius OR 97113 ""IMPORTANT" FURNISH THIS DRAWING To ALL w"TM"crans INCLUDING Tie INSTALLERS. $3294PE Trusses require extreme tare in fabricating, handling, snipping, installing and bracing. Refer to a,.fellow DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior /� >� to performing these functions. Installers shallprovide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly a<tached structural sheathing and bottom herd shall have a properly attached .0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7DRW CAUSR7175 17338286 Ail 1 O`— sections 03, 07 or 810, as applicable, Apply plates to each face of Lru and position as shown above and on 12/05«017 II L J themint Details. unless noted otherwise. Refer Co drawings/BOA_Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine. a division of ITW Building Components Group Inc. "hall not be responsible far any deviation ird"this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. "+� m TOT.LD. 42.0 PSF SEQN- 105600 a A responsibility the solely l an this drawing or cover peps I IftIng this drawing, Indicates acceptance of profeelanol engineering 4 41111,P 14,24t10 respris dedee of title drawing for any structure shown. The suitability and ure is the t DUR.FAC. 1 .15 FROM BB 8351 RovanaCircle r.ape,aielilty of the Building Designer per ANSI/1p1 1 s.a.z. tr$el�lar Sacramento,CA95828 Far more information see thls,ob s general notes page and thane web spas: SPACING 24.0" JRFF- 1WAH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT7 ) -op chord 2x4 DF-L #2 (**) 2 plates) require special positioning. Refer to lot chord 2x4 DF-L #2 scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (racing requirements. DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. IefIection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. 'actor for dead load is 1.50. sheathing is required for any longitudinal (drag) forces. All diaphragms, (racing, and connections shall be designed by the engineer of record. t 1-6-0 °11111111111611113.111111111-6-0 .!. 1BII. 3X3. - ■ ■ 9-0-0 i / / /// / 1 .5X4(**) III 3X3= 1 .5X4(**) III 5-6-0 5-6-0 Over Continuous Support - R=84 PLF W=5-6-0 dote: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) ,CEO PRo, . 'LT TYP. Wave FT/RT=2%(0%)/4 0) 15.02.1R�'g (0"k-1 OR/-/1/-/-/R/- Scale =.5"/Ft. uss 825N4hAve,sof meliusn (503)357-2118 **MARAIRNIH• HISREAMDFal.OALL CONTRACTORS TES ON THIS RATORSINLUDINGl r�Vi TC LL 25.0 PSF REF R7175- 2360 825 N 4th Ave,Cornelius OR 97113 *'IT FURNISH THIS DRAWING To ALL cwlwlcTaNs INCLUDING ne INSTALLERS. Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and fellow J DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI(Building Component Safety Information, by TPI and 1YrCA) for safety practices prior ,. o performing Chase functions. Installers shall provide temporary bracing per BCS(. Unless noted otherwise, to Chard shall have properly attached structural sheathing and bottom chord shall have a properly attached • rigid coiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSFDRW CAUSR7175 17338294 ,4 n �� sections 83. 87 or 810. as applicable. Apply plates to each face or truss and position as shown above and on 12/0$/2017 II I i I ee mint De<aila, unlade nrted n<Iherwiae. Rarer tp 7:7-:::::z.:-: rawings 180A-2 for standard plata poaltiena. BC LL 0.0 PSF CA-ENG CWC/GWH I alpi a also sign or IiW Buuding components Gra p Inc. snail not be respo mid for any deviation rrom this OREGON drawn any failure ci to build the tract, conformance with ANS VTPI 1, or for handling, shipping, TOT.LD. 4 2.0 PSF SEQN- 11729 AN ITW COMPANY installation.bracing or trusses. 11:1c A...1 an this dewing or ower peg*listing this droving. indicete..ee.pt.ne.or professional engineering 4 `4Y 14,2O 4 0 rwpen.ibl l ity solely rbr the design.Men. The wltwl l ity end u.e or this drwing for structure i.the 8351 RovanaCircle reepen.ibll Ity or the Building Designer per ANSI/TPI 1 S.e.2. Mtlr S , Sacramento,CA 95828 For more information see this Job's general pa '• �� SP ores page and rheas web ai<ea: ACING 241 t7" 1ROFF- 1WAH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) 'op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. russ designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member lot to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. lay be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind 'racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 'asten rated sheathing to one face of this frame. 0 El 0 0 0 0 0 a 0 1 1-6-0 1-6-0 0- 0 0 0 0 0 0 0 0 9_0 _0 ///////////////////////////////// r 10-3-0 Over Continuous Support i R=97 PLF U=18 PLF W=10-3-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) CEO RP , op. 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .'$ N •.,��Skil OR/-/1/-/-/R/- Scale =.5"/Ft. s Components of (503)357-2118 eeMARNINNO IA cI•' READ AFOLNOTES ON THIS DRAWING! (y r G vsrnTC LL 25.0 PSF REF R7175- 2361 825 N 4th Ave,Cornelius OR 97113 eeuWM pGRTAN.. MONISM THIS DIING To L CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 1W 88294PE DL 10.0 PSF DATE 12/04/17 the latest edition of 8051 (Building Component Safety Information, by 791 and WTCA) for safety practices prior /' o performing these functions. t Installersshallprovide temporary bracing Par BCS'. Unless noted otherwise, /'�op Chord shall have properly attached structural sheathing and bottom Chard shall have a properly attached BC DL 7.0 PSF ,0411164, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per ac DRW CAUSR7175 17338297-- "... sections ,4 1 1 B3, 67 or as applicable. Apply plates to each face of Iry and position as shown above and on 12/05/2017 theJoint Details, unless notedotherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITN Building Components Droop Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSUITi 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusaaa. TOT.LD. 42.0 PSF SEQN- 102909 . A seem on Pb).awing or eey.r page listing Pb).drawing, indiwt...oe.pr new of professional engineering �/_ liLy 14,2O 0 r..por.mi i ity solely for the deign shown. Th.suitability and use of tbie drawing far any.tnhctur.I.ti. �!. N DUR.FAC. 1 .15 FROM BB 8351RovanaCircle rwr.Mibliiey of Pb.Wilding Orign.r per ANSInpI 1 Sen.2. SSell Tar Sacramento,CA95828 For more information see this genera, rotes page and these web sites: SPACING 24.0" .JRFF- 1W6H7175777 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT10 ) "op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Sot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 DF-L Std/Stud DL=4.2 psf. russ designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member tot to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. lay be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Truss must be installed as shown with top chord up. 7asten rated sheathing to one face of this frame. 0 0 0 o a 0 ' 1-6-0 1-6-0 o a o o a 0 //////////////////////// " 9-0-0 7-1-0 Over Continuous Support i R=97 PLF U=30 PLF W=7-1-0 Jote: All Plates Are 1 .5X3 Except As Shown. Ep PROF Design Crit: IRC2012/TPI-2007(STD) :.15 FS's 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1,4 N e . �O OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-2118 "WARN INGI.• REPO AND Faun ALL NOTES Al THIS OWING! (rj - 83294PE41 - TC LL 25.0 0 PSF 825 N 4th Ave,Cornelius OR 97113 "1w0RTµ" TMOWNINGTFURNISH Ig OWNING To ALL INCLUDING I +T INSTALLERS. REF R7175- 2362 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 0- the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing per BCS1. Unless noted otherwise, op cord,hell have properly at to hed structural sheathing and batter„chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per 8CSl 12/05/2017 iC DL 7.0 PSF DRW CAUSR7175 17338296 — O`� sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on .4 L J the Joint Details. "nleaa noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT _� Alpine, a division of 11W Building Components Group Inc. shall not be responsible for any deviation from this ��lu�� drawing, any failure to!wild the truss In conformance with ANSI/TPI 1, or for handling, shipping, L C AN ITW COMPANY Instaliatidn.bracing of trpaA saa. II4 `�tY14,so� m TOT.LD. 42.0 PSF SEQN- 102907 ...i o,w..drawing or cover,.,.1l.tlug this drawing, Indicate*acceptance of professional engineering Sfie It Tan DUR.FAC. 1 .15 FROM BB r....l ability s.u.ly Pb,the design Il.tl. The suitability dte o..of this drawing for mow structure is w 8351 RBvana Circle responsibility of the Building D..ige.,per ANSI/TPI 1 S.e.2. Sacramento.CA 95828 h r For more information see this Job's general notes page and these web site. Renewal 8/3012018 SPACING 24.0" .)RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - BP1 ) 'op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located tot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member Ipplied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. 'his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 III 3X3= ' N11111111:1 1-6-0 1-6-0 ■e ■ IINIIIIIINV4, 9-0-0 / 3X3 1 .5X III 1"12 1-6-8 _ 11I1_12 1-4-12 1q2 Fc 1-8-4 Over 2 Supports R=71 W=5.5" R=71 W=5.5" AILEp PROM Design Crit: IRC2012/TPI-2007(STD) .(�G S's 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .14°-0 N fit %O OR/-/1/-/-/R/-Ak Scale =.5"/Ft. Uss Components of Oregon (503)357-2118 •*WARN INGIee READ AM FOLLOW ALL NOTES ON THIS OWNING! ttr 83294PE $ TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 a'Iw°nTANraa FURNISH THIS CRANING T°A" CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 2363 Trusses rewire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Kr ".' C L 10.0 PSF DATE 12/04/17 the latest edition of nes' (Building Component Safety Information, by TPI and WTCA) for safety practices for o performing these functions. Installers shallprovidetemporary bracing por BCSI. finless noted otherwise, to chord Shall h properly attached structural sheathing and bottom hard shall have a properly atteCh d C DL 7.0 PSF DRW CAUSR7175 17338301 rigid calling. Locations shown for permanent u lateral restraint of webs shall have bracing Installed per BC51 12/05/2017 ,4����D N sections B3, B7 or BIO, as applicable. Apply plates to each face of trussand position as shown above and on I the Joint natal):. unless rated otharwlsa. Refer to 7"-:::::%:-: rawings 16oA_Z fnrtantlard plate posltlpna. OREGON :C LL 0.0 PSF CA-ENG BFR/GWH IJ Alpi e, a clivi slon of ITW Bul ltll�Components Group Ishell not ba responsible for a ty tlaviation from this drawing, anyfailure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. 0 14Y14,21144 im TOT.LD. 42.0 PSF SEAN- 118514 Ar...1 lb this y solely p or the sign shown. The suiwing,tability land tesuse of this ldr of g.of«.y.I uctlh..is t sell Tar DUR.FAC. 1 .15 FROM BB A..poll lbl I Its drawin Pb.'cover r.plge.Iotas. Thr.Medi)l sty.Il.tee eo tl11..r..f p for.Io al enure I.the 8351 RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 Fer more information see this Jobs general notes page and these web sites: Renewal 8/30/2018 SPACING 24.0" .JRFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP2 ) "op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member ipplied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. >heathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 III 1 .5X3 HI r i i 1-6-0 llil 1-6-0 miii� NEMO 0112A 1 .5X3 III 1 .5X3 III 11,2=9„14z n 1-1-6 Over 2 Supports R=47 W=5.5” R=47 W=5.5" Design Crit: I RC2012/TP 1-2007(STD) ,c�G�EV pROFFS.t, 'LT TYP. Wave FT/RT=2%(0%)/4 0 15.02.i tiNe . eO OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 w�WARNINGiee ANC FOLLOW NOTES ON THIS DRAWING! J REF R7175— 2364 **IMPORTANT** FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING TIIE INsrAu Q5. Li/ 83294PE 825 N 4th Ave,Cornelius OR 97113PTC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow air'~ the latest edition of BCsi (Building Component Safety Information, by TPI and MCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, tap chord shell have properly attented structural sheathing and bottom chord shell have a properly attached rigid cel3379. Locations shown ror permanent latarai rostra';:of webs shall have bracing Installed par:CSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338303 A LL'\]N E sections ia. BT or unl ss aped ther. Apply plates dr wing race of for and rd plate as crown above and on � J the Joint Details, unless rotas otherwise. Reran to drawings,dGA_z for standard plata positions. Alpine, a division of I,Y/Building Components Group Inc. shell net be responsible for any deviation from this OREGON CLL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss in conformance with,ANSI/Tel 1, or for handling, shipping, AN ITWCOMPiNY instailation.bran,ng of trdsaea.ov �4s ��y94,1004 i� TOT.LD. 42.0 PSF SEAN- 116938 A sail on this droving or cover paps I Istinp this drd.ing, Indicates acceptance of prohailaal engineering responsibility solely Barns suitability and Na.of COI.,feeing far any structure I.the r the design shorn. $ell Tats DUR,FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility.nsibility or the Building D..lgrsr pANSI/WWI t s.e.2. Sacramento,CA 95828 For more information see thus Job's general rotas page and theca web sites,tea: Renewal 813012018 SPACING 74.0" .1RFF- 1W6H7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP3 ) -op chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member Ipplied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. 'or dead load is 1.50. Fasten rated sheathing to one face of this frame. his truss is designed to support vertical loads only. This truss las not been designed to transfer lateral or longitudinal forces. sheathing or other bracing is required for any longitudinal (drag) 'orces. All horizontal and vertical diaphragms and connections shall )e designed by the engineer of record. See Code section R602.10.6.2. 1 .5X3 III 1 .5X3 III 1-6-0III 1-6-0 • �� on, •J 9-0-0 / 1.5X3 III 1 .5X3 III 1"12 1"12 r ,9n 1-0-8 Over 2 ySu�Pports R=44 W=5.5" R=44 W=5.5" itso PRop Design Crit: IRC2012/TPI-2007(STD) ,<<G SS LT TYP. Wave FT/RT=2% O%)/4(0) 15.02.f,t' 4►;GaNF_ 1) OR/-/1/-/-/R/- Scale =.511/Ft. -ussComponents ofOregon (503)357-2118 ••11ARNINLL Gi•e READ AND FOLLOW ALL NOTES ON THIS OWING! /�v 825 N 4thAve,Cornelius OR 97113 "IN16N THIS IMAGING 70 LINO THE INSTALLERS. {J �TC LL 25.0 PSF REF R7175— 2365 Trusses require extreme tare In fabricating, handling, shipping, installing and bracing. Refer to and follow I�l',,,,.--: L 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and MTCA) for safety practices prior 1• to performing these functions. Installers shall provide temporary bracing per BCSI,avUnless noted otherwise, top herd shall have properly attached structural sheathing and bottom chord shell h a properly attached :C DL 7.0 PSF rigid ceiling. Locations show„for permanent lateral restraint of webs hall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338304 ,1 ` I sections B3, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on All Lt iJ H the Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. 0.0 PSF CA-ENG BFR/GWH �i Alpine, a division of ITB Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,i AN ITW COMPANY instal Iatlan.bracing of trusses. SLY 14,20 = TOT.LD. 42.0 PSF t A moil on thls drawing or.aver pops listing this drawing, Indicates acceptance of profession,' engineering4'� � SEAN— 116940 reepa,s'biiity solely rnr thaerial!.hewn. Tho suitability and ism or this drew! 8351 Rovana Circle responsibility or ehBuilding Designer per ANSI/TAI 1 s.d.2. n°for """'"""�'""" Deli Tar.-i DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 Far more information see this Job's general .rotas page and masa web altar: Renewal 8/30/2018 SPACING 24.0" .JRFF- 1W6H7175722 STR❑NGBACK BRIDGING RECEMMENDATILINS ► All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK "stress graded lumber." 1 BRIDGING TOGETHER 111P-All strongback bridging and bracing shall be a minimum 2Y6 "stress graded lumber." I 11111iiiiiilliiii1;;;;iiiiiIIIIIIIIII ► The purpose of strongback bridging is to /-0" ATTACH SCAB WITH IOd BOX/GUN develop load sharing between individual trusses, 4' -0• 2X6 �cc01228"x3.0•) NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB NOTE: IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP TPLEAST K BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING g g g' STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" e.c, (max,) NETE: Details 1 and 2 are the preferred attachment methods ► The terms "bridging" and "bracing" are sometimes ATTACH STPBNGBACK TO mistakenly used interchangeably. "Bracing" is an WEB w/ (3) loll COMMON co.lae•xG•/ NAILS OR \ important structural requirement of any floor 0BOX/GUN(4) 10d NAcS %. or roof system. Refer to the Truss Design ���'� Drawing (TDD) for the bracing requirements for each individual truss component. "Bridging," ���-_� ......,,v,„ particularly °strongback bridging" is a �� ✓ N. O� recommendation for o truss system to help \ hop/ control vibration, In addition to aiding in the s� r' distribution of point loads between adjacent ' truss, strongback bridging serves to reduce • ► 1 STRONGBACK BRIDGING "bounce" or residual vibration resulting from • SPACING REQUIREMENTS moving point loads, such as Footsteps. j� UP to 10' None required ( 0' to 20'I rax(at center of span) The performance o f all floor systems o r e 10d COMMON (0.148',.00•! OR ` 120' to 30'2 rows(I at each 1/3 points) enhanced by the Installation o.,Y strongback x/GUN r0.128•a3.0') NAILS AT N Ux6 (MINIMUM) STRONGBACK,�� 30' to 40'3 rows ii at each 1/4 points) g TOP AND BOTTOM OF 2x4 Over 40' Space rows at 10'o ,points) bridging and therefore is stronglyr ecommendec� SCAB-ON BLOCK, ATTACH RESTRAINED AT EACH END. ; P P_.__ g g rRONGBACK TO BLOCK W/ (3) \ b y Alpine, d COMMON c/GUNX3.o•) NAILS i �ji� For additional information regarding strongback �anod Box/GUN ro.12e x_.�o') �`t� NAILS. '' bridging, refer to BCSI (Building Component Safety Information). hie/. o - y i 011.1111111101111Alf ,i104illir \ ' A lit , wOr\\-\\ , 1 �� ` ATTACH STRONGBACK TO BOTTOM CHORD WITH STR❑NGBACK BRIDGINE ATTACHMENT ALTERNATIVES Io 3' scREws4' �Ep `SN S •WURNISH!•• READ AND FOLLOW ALL NOTES ON THIS DING /w� T<_ L I- F S F REP STRONGBACK •wIHPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /�v �/ 83294PE1 Trusses require extreme core in fabricating, handling, shipping, installing and bracing. Refer to and 0.0,- ,„-,‘ + IL PSP DATE I0/0I/I4 Fallow the latest edition of BCSI lBuilding Component Safety Information, by TPI and SBCA) for safety iG N., practices prior to performing these Functions. Installers shall provide temporary bracing per BCSI. - Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord �!/ m shall have o property attached rg'd cel'ng. Locations shown For permanent lateral restraint of webs • DL PSE DRWG S T RBRIBk101�I shall hove bracing installed per, BCSI sections B3, B7 or BIO, as applicable. Apply prates to each face /� z \uI ��N • Rf eru to drawings iogo ion oZ for above cthe Jost De toils, unless noted otherwise 12/05/2017 :C LL PSE Refer to dro rings 160A-Z Fpr stands rtl clone positions. Alpine, o division of ITV Building Components Group Inc. shall not be responsible for any deviation From � � �oN TUT. LD. PSC AN ITN COMPANY this drawing, any FagANSI/ TPI to build the truss in conformance with ANSTPI I, or for handling, shipping, 13 `ZC P.Installation bracing of trusse A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional (j LY 74,10 , _ engineering responsibility solely for the design shown. The suitability and use of this drawing.2ell Tar• OUR, QAC, 1.00 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/7PI 1 Sec . s Earth City,M063045 For e e information s this job's general notes page and these web sites SPACING ALPINE: www.olpineitw.con; rPl www.tpint.orgs BCA www,sbdnd9 stry.org; ICL www.iccsaf e.orq o..........ww aranr9nM Gable Stud Reinrorcenent Detaill ASCE 7-10: 120 r'1ph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Vinci Speed, 15' Mean Height, Partially Enclosed, Exposure C, hzt = 100 ❑r- 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, kzt = 1.00 2x4 Brace (l) Ia4 'L' Brace w (1) 2x4 'L' Brace * (2) 2r4 'L• Brace ww (1) 2x6 'L' Brace x (2, 2x6 'L' Brace •* Bracing Group Species and Grades, Gable Vertical -- No 1 - 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; p #1 / #2 4' 10" 8' 2' 1 8' 6' a, 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir m, #3 4' 7' NI i k2 .,Standard #2 Stud 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 J/ U Stud #3 Standard _ — F Stud 4' 7' 7' 8' 8' 2' 9' 7" , 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' Cr Standard I 4' 7" 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** U 41 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d3 �t3 S P #2 a' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0° stud Stud Standard Standard — a 3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' - (U f 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' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: 2 #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir U _ S 43 5' 3' 9' 3' 9' 9' 10' 11' i 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 1 #t a Rtr U __ Stud 5' 3' 9' 3' 9' 7' 40' 11' 1 11' 4° 13' 0' 13' 7' 14' 0' 14' O' 14' 0' 14' 0' 1 41 Standard 5' 3' 8' 1' 8' 7' 10' 10' 1' a' 13' 0' 13' 7' 14' 0' a' 0' 14' 0' 14' 0' IJ 5' _ Douwl as Fir-Larch Southern Pinewww al 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' .— #1 #2 5' 6' 9' S' 9' 9' 11' 1' i 11' 6' 13' 2' 13' 9' 14' O' 14' 0' 14' 0' 14' 0° #2__ #2 `C #3 5' 5' 8' 6° 9' 1' 11' 0' 11' 5' 13' 1' 13' 8° 14' 0° 14' 0' 14' 0° 14' 0" 1e4 Braces shall be SRB (Stress Rated Board), D ! Stud 5' S" 8' 6' 9' 1' II' 0' 11 S' 13' 1' 13' 8' 4' 0' 14' 0° 14' 0" 14' 0' ..Far 1v4 Sc lie use only Industrial 55 or Standard_ 5' 3' 7' 6' I 8' 0° 10' 0' 10' 9' 13' 0° 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B L ,— #1 / #2 6' 1' 10' 4° 10' 8' 12' 2' ( 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, i _ S #3 5' 9' 10' 2' I 10' 7' 12' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss D e t o i l Note-„I LU _ = Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' l 14' 0' 14' 0" 14' 0° 14' 0' 14' 0' 14' 0' wird Load deflection criterion is L,240, O Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 4' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 pit over / #1 6' 4' 10' 6• 10' 10' 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0° continuous bearing (5 psF TC Dead Load). #2 I 6' 1' 10' 4° 10' 8° 12' 2' 12' 8° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' eutlookers #3 5' 11' 9' 10' 10' 6' 12' 1' I 12' 7'_ 14' 0° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, Stud 5' 11' 9' 10' l0' 6' 12' 1' I 12' 7° 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' Standard 5' 7' 8' 8' — 9' 3" 11' 7' I 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' S ymm r Attach 'L° braces with ltd 10.128'x3.0' min) nails About it i 31E rar C1) 'L' brace, space nails at 2° o,c. /Gable Truss / I+ in 18' end zones and 4' o,c. between zones, )onol brace option: I i1E 31(For r2) 'L' braces space nails at 3' op, / J/�c T a in 18' end zones and 6' o.c, between zones, tical length may be idled when diagonal 18' ' 'L' bracing must be a minimum of 804 of web ce is used, Connect , member It" jonol brace For 3358 I 'L' each end. Mar web Brace r!� Gablertical Plate Sizes al length is l4'. / I �� 31(31E ' rLength No Splice Leh4' 0' 1X4 or 2x3 7 / 2x4 OF-L #2 or _ ' Grran 4' 0', but 2X4 better diagonal brace; single 11' 6' Vertical length shown18° 3kT Greater than 1!' 6' 3X 45' © `� 41 in table above. or double cu _�_ /as shown) at + Refer to common truss design for - upper end. 'a _ • �- 0 0 0 _ peak, splice, and heel plates, ' �/ / / / /tontinuous Bearing/ / / Refer to the Building Designer for conditions Connect diagonal at P�� midpoint or vertical web. '41' Refer to chart above for rn.,' - ' g 1th. riot addressed by this detail, wwWARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �., �l._,GINE �b REF ASEE7-10-GAB1001 ••INPORTANTw• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require e,trene carp in fabricating, handling, shipping, installing and bracing. Refer to and 83294PE Follow the latest edition or BCS! (Building Component Safety InFornation, by TPI and SBCA) for safety b �� DATE 10/01/14 practices prior to performing these Functions. Installers shall provide temporary bracing per BCS1, ` /�. '`. Unless noted otherwise, tap chord shall have properly attached structural sheathing prop y g dna bottom chord DPWG A12015;=NCi01014 shnlL have a properly attached rigid ceiling. Locations shown for permanent lateral restraint F webs w shall have bracing installed per SCSI sections B3, B7 or- RIB, as applicable. Apply plates to each Face ��I �_N E of truss and pesdGc as shown above and re the Joint Details, unless noted otherwise. 12/05/2017 Re Fer to drawings L60A-Z for standard pinto positions. AN TW COMPANY thAlpine, a division of (TW Building Components Group Inc. shall not be responsible For any deviation From 12 f�QN is drawing, any Failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, /'�'fMAX. TGT, LU, 60 PSrr installation P. bracing of trusses. .p G A seal on this drawing or- cover page listing this drowing, Indicates acceptance of professional /_ 4/&,y 14 2611- � For 0 engineeringw.\responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. sell Tar Earth City,MO 63045 For more information see this job's general notes page and these web sites MAX. SPACING U4.0r, Al PILAF. www.nlnineitw,enm: TPI: www.tninst.nrn: SRFA •ww.shcoriustrv.arni ICC: www.iccsn Fe.nrn G a k) r7> \ , D e -, a 1 For Let-in Verticals Gabte Truss Plate Sizes Xo'Ll't4, al Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. ()Refer to Engineered truss design for peak, : \ : splice, web, and heel plates. /i \\ GI ®If gable vertical plates overlap, use a single plate that covers the total area of / \ ' \ : 14444004104400, the overlapped plates to span the web. i 11110 Gable i 2X4 p 0, 2 viaeer,tgit i Example, il . P ill 2X4 illi 2X8 Reinforcement Attachment Detail I 'C' Reinforcing Member 'T' Reinforcing Member 11 * a 5 Toe-nail 41k - Or - V A End-nail 0 li 0 'EP 0 0 D D 4. 1 1+ ±) To convert from 'L' to "T" reinforcing members, , multiply "T" increase by length <based on Provide connections for uplift specified on the engineered truss design, appropriate Alpine gable detail). Attach each 'T' reinforcing member with 1 End Driven Nails Maximum allowable "Treinforced 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. '7" reinforcing member material must match size, Rigid SheathinToenailed Nails, specie, and grade of the 'L' reinforcing member. g 10d Common (0.148'x3',min) Toenails at 4' cc. plus Web Length Increase w/ "I' Brace y 4 Nails X X <4) toenails in the top and bottom chords. _ "T' Reinf. i This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase -iforcing -...„ wind load. 2x4 30 7. ember 2x6 20t ASCE 7-05 Gable Detail Drawings Example, A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 11UINails ses ., 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, A20015.ENC101014, A20015END101014, A20015PED101014, "I" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'V Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T.' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length, — _ 1 __ _ 4 Nails X Ceiling op PROpk. 4S4404121%,,s • wwWARNINGIllim READ AND FOLLOW ALL NOTES ON THIS DRAWING! Mr • IN REF LET-IN VERT wwIMREIRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricatmg, handling, shipping, installing and bracing, Refer to and follow the latest edition of BCSI <Building Component Safety Information, by TPI and SBCA) for safety JuN practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN1014 , shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 12/05/2017 L, I shall have brocmg mstalled per BCSI sections 33, 57 or BIO, as applicable. Apply plates to each face I ' 1 of truss and positbn as shown above and on the JoMt Details, unless noted otherwise. -L _ I Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from C i N.. AN ITW COMPANY this drawing, any -failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 4. -ix 14,20 to MAX, TOT, ED, GO PSF installation & bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional See II Tao engineering responsibility solely for the design shown. The suitability and use of this drawing DUR, FAD, ANY for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 13389 Lakefront Drive , ...,,...... --' "- --' --'-- o............o tetinion4113 — ASCE 7-1ft 120 mpn, 30' Mean -eignt, Closed, Exposure C Common Res'IdentlW Cable End Wind Bracing Requirements - Stiffeners 20 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 00 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 30f t 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 stif fback at mid-height and brace stiffback -to roof diaphragm every 6'0" see detail below or _ateral chord bracing requirements refer to DRWG A12030ENC101014), -op Continuous roof sheathing Sot Continuous ceilino diaphragm H Greater than 7'6" to 12'0" max; provide a 2x6 stif fback at mid-height and brace ;ee Engineer's sealed design referencing this detail to roof diaphragm every 4'0` (see detail below or ''cr lumber, plotes, and other information not shown refer to DRWG A12030ENC101014). )n this detail. > Optional 2x L-reinforcement attached Jails: l0d box or gun (0,128"x3",min% nails. to stif f back with 106 box or gun (0,128" x 3", min,) nails @ 6" o,c, I ...; 2X4 Blocking j - - nailed to 4 45° sheathing and 24• Max each truss `TyQ) / ' i H 2X4 DE-L #2 ' I H/2 or better diagonal brace, / �� Attach each end X \ for 560#, I L V - _ _ _ _, _ I '_ _ / � /' /Continuous Bearing// / ,/ - 2x6 #2 Stif c back attached to each co)PROpk. Stud w/ (4) 104 box or gun (0,123" X 3", min.) nails, c04' S'S►, Aerg MI • •e'ARNINGIw• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4/ iil REF GE WHALER wwIMPORTANTw• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require evtrene care in fabricating, handling, shipping, installing and bracing. Refer to and 47 v allow the latest edition o" SCSI (Building Component Safety Information, by TPI and SBCA) For safety DATE 10;01/14 z `,Npractices prior to per forming these functions. Installers shall provide temporary bracing per BCSI. ' Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor. ,r Shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG �ADf�J T 11..1 V 14 i'-1-11 L___, I)I Li w shall have bracing installed per BCS! sections B3, By or BIO, as applicable. Apply plates to each face 12/05/2017 it of truss and position as shown above and on the Joint Details, unless noted otherwise. I ^ C^ Refer to drawings 160A-Z for standard plate positions. 12,Iy g9ON Alpine, a division of IT\J Building Conponents Group Inc. shall not be responsible for any deviation from /�J / I .�pp 1. AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TRI I, or for handling, shipping, �/ installation A bracing of trusse �s LY 14,29p- MAX,MAX, TOT. LD, 60 PSP A seal on this drawing or cover page listing this drawing,indicates acceptance of professional sell Tar engineering responsibility solely for the design shown. The suitabilityand use of this drawing For any structure Is the responsibility of -the Building Designer per ANSI/TP! I Sec.2, 13389 Lakefront Drive �„_ _,..__ __.. _ ._.__.__—