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Plans (477) ,M5T2o (--/- ®oy .'6 12.ogcl Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 i i r f' �_G �301T Page 1 of 1 Document ID:1 W6H7175Z2205074316 ' § > 4 Truss Fabricator: Truss Components of Oregon Jobldentification: 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR Model Code: IRC; Truss Criteria: I RC2012/TP I-2007(STD);CUSTOM/TP I-2007(STD) so PROP Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, ' Truss Design Loads: Roof - 42 PSF • 1.15 Duration �' aiG N E p `O Floor - 57 PSF # 1.00 Duration;57 PSF @ 1.15 Duration It/ Wind - 120 MPH (None-Closed);120 MPH (ASCE 7-10-Closed) 4t. /— Notes:Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 'A 1,tr14,20d� 0= record, as defined in ANS I/TPI 1. S►Se,f Tai 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rye I • !"'2018 Details: STRBRIBR-12015EC1-GBLLETIN-GABRST10- Submitted by RTT 07:42:12 12-05-2017 Reviewer: JCJ z $ 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 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--M 17338293 12/04/17 15 02351--M1 17338306 12/04/17 16 02352--2 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 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 :116 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(**)(I) = 3X5(**) = 3X5(**) — 3X5(**) = T16 3X5(**) = 3X5(**) 1-6-0 I + _ - - _ + - 4 - - L - - L 0-6-0 -�1 i F Ca r:3 F; to C F „ f... 3 I U L I 1,�� V i 1, „ 9-0-0 // / /// // fir/// //7/ ,�//////, /'/.// ////, //'/////, 3X5(**) = 3X5(**) —= 3X5(**) - - 3X5(**) ---- 3X5(**) .--=- 3X5(**) W=3X5= 3X5(**) = 3X5(**) = 3X5(**) 3X5(**) I` 26-9-4 .-I 0-1-8 0-0-128 �1 8-7-12 _ 17-3-12 -J F26-9-4 Over 2 Supports R=131 PLF W=18-0-0 R=130 PLF W=8-9-4 byte: All Plates Are 2X4 Except As Shown. EO PROF Design Crit: IRC2012/TPI-2007(STD) FL ` 'LT TYP. Wave FT/RT=10% 0%)/4(0) 16.01 .►' I t `r'4 OR/-/1/-/-/R/- Scale =.3125"/Ft. MSS Components of Oregon (503)357-2118 **MINING!" aero AND FOLLOW ALL NOTES ON Ons°RARING! 4' O 825 N 4th Ave,Comelius OR 97113 wen ' AMISH nos WAWINGmuLwnsucraas IN111DINGTHE INstauaes. IA/0 83294PEli Z TC LL 40.0 PSF REF 87175- 2337 Trusses require extreme re In fabricating, handling, shipping, installing end bracing. Refer to andfollow to the latest edition of BCS!(Building Component Safety Information, by TPI and WTCA) for safety practices prior fG ,,,-- - DL 10.0 PSF DATE 12/04/17 to performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing 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 PSFDRW CAUSR7175 17338287 ,4 r sections B3, B7ai or B10unless as applicable.other Apply plates to eacwings Ica for and rd plate as shover above end on 12/05/20 1/oC I1 PEI the )Hint Details, unless rated otherwise. Refer to drawings,eGA-Z for standard plata positions. LLI ✓/L 1 BC LL 0.0 PSF CA-ENG RTT/RTT i Alpine- a division of ITN Building Compments Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to Wild the truss In conformance with ANSI/TPI ,, or for handling, shipping, AN RTW COMPANY drawing, &bracing of trusses. 1i C TOT.LD. 57.0 PSF SEQN- 34204 A semi an this drawing or cover papa listing this drawing, indicates sae.pt.nes of Profeesienel engineering G LY 14,2� to re•palulbll Ity solely fbr the design sheen. The suitability end use of this drawing for any/structure Is the S DUR.FAC. 1 .00 FROM BB 8351 RovanaCircle r.epenelbnity or the Building Dselgesr per ANSIFTPI 1 S.e.2. �ei'Tan s Sacramento,CA 95828 For more Information sae this Job's general notes page and these web sites: _ _- -_ - SPACING �^ 74 ^ii nl.,r. ......._._.__._...--_. h.. • -. -,.. ....... • ._ _-- - ti ll \/ JRFF- 1WRH717577� 1 1116053—PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - B ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. '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. x JT VET DEFL: LL: lottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations0.32" DL: 0.25". See detail DEFLCAM61014 for 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. 22-11-0 13.25". 2-9-0 -1 �30" Typ.1 W=3X5 3X5= 3X3 4X8= = 3X7= T2 4X12= 3X5= 1-6-0 -..,„'°' .° %‘' \!. ,..„ %% •\ /'' ' . › •• ..° ..—.. -% . ,°„ °°' 9-0-0 V 3X = 3X10= 3X5 4X12= W=3X5= 4X'2- 3X 20-1-0 >A‹ 6-8-4 >1 j 2-7-85-2-4 -6-12 T 2-6-12 J 2-6-12 2-2-0 2-7-8 2-6-12 _1_2-6-12 2-7-8 1-2-12 2-8-4 5-1-8 2-2-0-n 2-7-8 5-1-8 2-7-8 lj 2- 2-8-4 26-9-4 Over 3 Supports R=1061 W=2.5" R=1945 W=3.5" R=276/-202 W=3.75" tote: All Plates Are 2X4 Except As Shown. �O PROF Design Crit: IRC2012/TPI-2007(STD) �` (Z LT TYP. Wave FT/RT=10%(O%)/4(0) 15.02.'4 ., ,./ . f�Iis:.� OR/-/1/-/-/R/- Scale =.25"/Ft. -uss Components of Oregon (503)357-2118 "WARN; INCIee REPO A10 FOLLOW ALL NOTES ON DOS ORATING! 0 (i Ip lek TC LL 40.0 PSF 825 N 4th Ave,Gemellus OR 97113 ',earmuff** FURNISH TM's DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. jy 83294PE REF R7175- 2338 Trusses require extrema care In fabricating, handling, shipping, installing and bracing. Refer to and follow Ar the latest edition of SCSI (Building Component Safety Information, by TPI and WICA) for safety practices prior �G �,,.- ' 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 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed par BCS BC DL 7.0 PSF DRW CAUSR7175 17338295 ,4�1 J sections 83. B7 or 810. as applicable. Apply plates to each faces of truss and position as shown above and on 12/05/2017 L the Joint Details, unless noted otherwise, Refer to drawings 180A_2 for standard plate positions. /L t; Alpine. a division of im Building Components Group inc. =hall noBC LL t be responsible for any deviation from this OREGON 0.0 PSF CA-ENG CWC/CWC awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY drawing, .bracing of trusses. ?J "1/ C TOT.LD. 57.0 PSF SEQN- 11592 A seal en this dr.wing or cover Woe listing this drawing, Indicates acceptance of professional engineering 4 tY 14,2 0 responsibility solely for the design shown. The suitability end use of this drawing for any stp tor.Is the 8351 Rovana Circle responsibility lty Of U,.R"l Idlag O.aon.r per ANSI/TPI 1 Bed.2. .8eli Tan DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: . ,__,_...--_. .n,. __.__-•_-_---. --. ...... _. , _ -._ . _______ SPACING �4.n" JRFF- 1WFTH7175722 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 :82 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. 1- 13-0-0 8.75" 1- -1- 10-4-8 H 30" Typ. H 3X10= 3X5= 3X3= 3X5= W=3X5= 3X10= J ""\,,...............: ...000.000,0•00` 4%.„„4444.44 - #0000000,00074: J 62 �; 9-0-0 3X7= 3X10= 3X5= 3X5= 3X10= 3X7 W=H0312 L 2-7-8 5_l_-2-4 2-6-12 _L 2-6-12 5-1-8 2-6-12 4( 2-7-8 102-7-8 "i` 2-6-12 5_1_g 2-6-12 > 2-6-12 5-2-4 2-7-8 24-1-4 Over 2 Supports i R=916 W=2.5" R=916 W=3.75" Jote: All Plates Are 2X4 Except As Shown. �p PROp4. Design Crit: IRC2012/TPI-2007(STD) ¢ 'LT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.02.PAS, �r1416,8 %‘,12 OR/-/1/-/-/R/- Scale =.3125"/Ft. vssComponents ofOregon (503)357-3118 ` WARNINGI•. READ AND FOLLOW r1 ALL KITES ON THIS IGUNDI (? 4. .Q i TC LL 40.0 PSF REF R7175— 2339 825 N 4th Ave,Cornelius OR 97113 '•11PDRTANr•• FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TNN INSTALLERS. 44/ $3294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow as 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 shall provide temporary bracing par BCS . Unless noted otherwise. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS DRW CAUSR7175 1733831 top chord shall have properly attached sir"Ctnrai ageathing and bottom Chord,hail have a properly attached BC DL 7.0 PSF 0 l ■L��N E sections in 83, 87 or 810, as applicable. Apply places to each faceofCru and position as shown above and on 12/05/2017 the Joint 3, GT o unless noted pl cable. A. Refer to drawings ace of for truss plaition as positions. BC LL Alpine, a division of ITg 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 17W COMPANY installation.bracing of trusses. '11 41/ aq Q TOT.LD. 57.0 PSF SEQN- 11608 Ar 1e1this erwlro.r cover F.G.listing this drawing, indicates.ae.pt ne.w professional engineering (� LY 14,2t 0 _ y solely for the design shown. The suitability end use of tills drawing far any structure,e the s i DUR.FAC. 1 .00 FROM BB 8351 RovanaCircle responsibility of eh.Building O..lgrr per ANSI/TPI 1 S.e.2. ,�e j+Tar Sacramento,CA 95828 Far more information Ree this general notes page and these wog Rites: _-.-- -_ _ SPACING 115.0" .JRFF- 1W6H7175722 1116053--PARR FOREST GROVE -Rvrs1de 2885 Floor Mast -- master HILLSBORO, OR - I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the lax JT VERT DEFL: LL: 0.23" DL: 0.22". See detail DEFLCAMB1014 for appropriate span rated glue-nailed wood sheathing. ;amber recommendations. chord ch)eflection meets L/480 live and L/360 total load. Creep increase loadoappliied percked IRC-12rsectiion10.00psf 301n5n-concurrent bottom chord live 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. 7-10-8 -20.125" 1— 7-10-8 H 30" Typ. 2X4 HI 3X10= 2X4 HI 3X5= 3X5= 2X4 III 3X10= 2X4 III p 9-0-0 G 3X10= 2X4 III 2X4 III 3X10= 3X7= 3X7= L 2-7-8 5-2-4 2-6-12 >I'` 2-7-8 -7-8 1-9-10 4c 2-7-8 2-7-8 2-6-12 5-2-4 2-7-8 ,l E 17-5-2 Over 2 Supports { R=993 W=3.75" R=993 Design Crit: I RC2012/TPI-2007(STD) 0`sO PROfi ,.S LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.0 ,G SN F Le OR/-/1/-/-/R/- Scale =.375"/Ft. 825 NotponentsofOregon (503)357-1118 **NUMMI..NTESD AND NG Oe ALL NOTES ON THIS DRAWING! * 83294PE�' VTC LL 40.0 PSF 825 N 4t tl Ave,Cornelius OR 97113 "' TN+T' 'TM TM's ' *o ALL CONTRACTORS INCLUDING n�INSTALLERS. REF R7175- 2340 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and tel / the latest edition of RCSI (Building Component Safety Information, by TPI and RICA) forsafety practices prior DL 10.0 PSF DATE 12/04/17 to to performing these functions, Installers shall provide temporary bracing per BCS1, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per nes! 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338290 ,4�1 sections 83, B7 or B10, as applicable, Apply plates to each faceoftruss and position as shown above and m ' L J ,I�if Che Joint Oecaiis, unless noted oCM1erwlse. Refer to drawings 160A_Z for staMard plate poslCioM. 1 I Alpine, a division of 17W Building rempanants roup Inc. shall n t ba reaponsYbie for an„deviation tram chit OREGON BC LL 0.0 PSF CA-ENG CWC/CWC awing, any failure to build the AN ITW COMPANY intruss in conformance with ANSI/TPI 1, or for handling, shipping, installation.bracing of trusses, /3 4.2, 1�,4�C'� TOT.LD. 57.0 PSF SE a A weaspo on my drawsolely or thecover pion listingh . T e drawing, indicates Anause of de Riprofessional anystructure i engineering CO� seli Tar.�� DUR.FAC. 1 .00 FROM 8811616 responsibility.ol.ly ter the design n1.suitability use dr tail.snowing ror. ncruceiin. 1.the 8351 Rovana Circle responsibility or the Wilding Designer pm.ANSI/TPI 1 e.e.2. Sae onto,CA 95828 For more information sae this Job's general rotas page and Thiess web sites: m•n..c. ._,__•-...___. m•. . mrrerr... ...._._. . •nr. _..... __ Rana mlR/BflPNNR SPACING 24_0" 1RFF- 1W6H7175722 I 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - J ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud flectionwith lax JT VERT DEFL: LL: 0.24" DL: 0.23". See detail DEFLCAMB1014 for appropriateespan aratedsumes glue-ncailedlwoodtection sheathingsingle layer of the :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. 7-10-8 _i_ 21.5" �_ 7-10-8 f 30" Typ. 2X4 III 3X10= 2X4 IH 3X5= 3X5= 2X4 III 3X10= 2X4 III 1-6-0 1 ,, 1; 9-0-0 3X10 - 2X4 III 2X4 IA 3X10 3X7= 3X7= . 2-7-8 5-2-4 2-6-12 'I.c 2-7-8 -7-8 1-11-0 1-11-0 2-7-8 'I< 2-6-12 5-2-4 2-7-8 17-6-8 Over 2 Supports R=1000 W=3.75" R=1000 W=1.75" CEO PROP Design Crit: IRC2012/TPI-2007(STD) S 'LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02..* 1 �,d ON F�. : Z OR/-/1/-/-/R/- Scale =.375"/Ft. vss Components of Oregon (503)357-2118 "WARN� INGIae REPO NV MIMI ALL NOTES a THIS aNI�INGI L 83294PE % TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 ° IMPORT/kW FURNISH THIS DRAWING tO All Dam ions mums s n� nsTALLE s. /y REF R7175- 2341 Trusses require extrema re in fabricating, handling, shipping, installing and bracing. Refer to and follow {� the latest edition of SCSI(Building Component Safety Information, by TPI and RICA) for safety practices prior /' DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par BCSI.r Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord shell have a properly attached „.0111164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338289 A fl 1 [1 N section 83, 87 or 810unless as appinoted th Apply places to each face of Gorse and rd plate as shown above and m L LLE=0[1 the Joint Details, unless notes bse. Refer<o to each ace of for standard plate position. Alpine, a division of ITn Building Components Group Inc, shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure o build the truss In conformance with ANSI/TPI 1, or for handling, shipping,ITWCOMPANY installation r bracing of trusses. 3 �'�r,,,74,zoe r TOT.LD. 57.0 PSF SE QN- A spo on this drawing or tees sign gown. Then Arslro, indicates of this dr of professional any structure I.R 4, LY Tao"�� DUR.FAC. 1 .00 FROM BB11618 responsibility solely rbr the design el.+eel. The suitability end use of t111•drawing lig far my.truetur.I.LII. 8351 Rovana Circle responsibility of the Building Resigner per ANSI/7P1 1 len.2. Sacramento,CA95828 For more information sew this Jab's general notes pogo and these web sites: SPACING I Nis ^II 74 a.rv�ur. ........ , ___. ,ni. .......__.___ QAAAWAI R � .11 ii1111�. �,11 \, t� 1RFF- 1W6H7175727 i 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - JGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. "op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**) 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 SPECIAL LOADS factor for dead load is 1.50. (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 1C - From 7 PLF at 0.00 to 7 PLF at 2.33 1.5X3 III 1.5X3 III 1.5X3 III Immummimmilmmimme 1-6-0 I-',f 3X5(**)(1) 1-6-0 3X5 IIII �■ I :22 / i-i_: 3X5= 9-0-0 d rtill 1.5X3 III 1.5X3 III 1.5X3 III [< 2-4-0 0-1-8 IL_ 2-2-8 -.1 2-4-0 Over Continuous Support R=131 PLF W=2-4-0 Design Crit: IRC2012/TPI-2007(STD) REO PROF. 'LT TYP. Wave FT/RT=10%(0%)/4(0) 16.01 .rR . SS lr �. +!�{"?�►, NI OR/-/1/-/-/R/- Scale =.5 /Ft. vssComppoonentsofOregon (503)357-2118 anWARNINGIa* READ NEI FOLLOW At,L NOTES ON THIS pUA/1NGIUi TC LL825N4thAve,ComeliusOR97113 re extreme ca FURNISi1 THIS ORNEIdG m Au.carrapctorts inst mammon TN INSTALLERS. (G 41 40.0 PSF REF R7175- 2342 Trusses require extreme c re in fabricating, handli,g, shipping, installing and bracing. Refer to ane fellow 83294PEChe latest edition of BCsi (Building Component Safety Information, by TPI and NTCA) for safety practices prior BC / DL 10.0 PSF DATE 12/04/17 o performing these functions. Installersshallprovide temprary bracing per SCSI. Unless noted otherwise, l/"" Albhtop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached Ta rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BG BC DL 7.0 PSF DRW CAUSR7175 17338291 Al�1 O`Q N a sections B3, ai or 810uni as noted otherwise. applicable. Apply plats to each face for and position as shown above and m L J the Joint Details, unl ass x tad otM1e wise. Refer drawings I80A_2 forstandardplate positions. 12�05�2017 Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure o bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY ineteilatien.bracing of trusses. ` ew� = TOT.LD. 57.0 PSF SEQN- 102955 A.eel an this drawing or power pege listing this drawing, indicates.aa.ptenoe or professional engineering /_ EitY 14,204 0 reeppulbl l ity fenny for the design shrew. The suitability end u.e or this drawing Ter any structure Is the responsibilityWeisnerDUR.FAC. 1 .00 FROM BB 8351 RovanaCircle responsibility or the Building Weisner pee ANSI/1P1ee I/TPI ,S .2. eel,Tar Sacramento,CA 95828 For more Information see this Jobs general notes page and Vase nab sites: SPACING 24.0" -nrr — ' ..--. - • •--._...---. .a. w... ___. _._-._-_. 1RFF 1WFTH7175792 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - AGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud lottom chord checked for 10.00 psf non-concurrent bottom chord live scaled p (pedetailspforas l eciallposittioningrrequirements. oad applied per IRC-12 section 301.5. plateplotP positioning q 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. 1-6-0 1-6-0 1 I I I I I I 11 L. I I //, // / / // / /// 2X4-- 3X5(**) = 3X5(** — 3X5(**) --= 3X5(**) -- 2X4 3x5(**) 8-1-0 0-1-8 4L_ 7-11-8 E< 8-1-0 Over Continuous Support R=131 PLF W=8-1-0 dote: All Plates Are 1 .5X3 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) CEO PROFS, LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.11 l',tl•ft, u"k.1 OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-.118 **WARNING!•• READ AND FOLLOW/ALL NOTES ON THIS OWNING! 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT' FURNISH THIS DRAINING To ALL cdRrRACTDRS INCLUDING TUE INSTALLERS, ,i/ 4, I' TC LL 40.0 PSF REF R7175- 2343 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior 6C- 00."'''. •► DL 10.0 PSF DATE 12/04/17 o performing thane functions. Installers shell provide temporary bracing per SCSI. Unless rotes otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attach.. rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338288 A�1 30 NJ a the RD 87 or unless es appinoted other Apply plates to each race or trussand rd plate as sloven above and an L J L e JoinC Details, unless noCatl oche wise. Refer to drawings 18.0A-Z far staMara plata posltiore. 12�05�2017 Alp'ro, a division of ITR Building Components Group Inc shall net be responsible for any deviation from this OREGON BC LL 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 ITW COMPANY installation•bracing of trusses. ' A.vel an this drawing ar cover peps listing this drawing, Indicates acceptance of professional engineering �j_ 41/ttir 14,260° TOT.LD. 57.0 PSF SEQN- 24802 reepenrlbii Ity sally fbr the Mign ai.aen1. The sulteeliity and use of chi.drawing for any structure is the s DUN.FAC. 1 .00 8351 Rovana Circle repo•-Ibiilty of the Building Designer per ANSI/IPI 1 See.2. ee't Tar• FROM BB Sacramento,CA 95828 For more information sae this Job's general rotas page and these web sites: a,.,r. ._.. . :__._...___. .n. SPACING 24.0" IRFF- 1WRH717579� I I 1 116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live leflection 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. l' 30" Typ. 3X5= 1 .5X3 III 3X5..-- 1 .5X3 III 1 .5X3 III t � 1 1-6-0 /� 1-6-0 9-0-0 la 3X5= 3X3= EZ 1 .5X3 III 3X 0"12 Jp 2-6-12 _I_ 2-6-12 2 8 2-7-8 0 12 5-2-4 2-8-4 2-8-4 8-1-0 Over 2 Supports R=461 R=461 W=2.5" Design Crit: IRC2012/TPI-2007(STD) 'E°PROF. LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.18 1f,A/a'h ili, (0, 3 OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 • MARNINGI.e READ AND FOLIO.ALL NOTES ON THIS ORNINOI 10 TC LL 825 N 4th Ave,Comellus OR 97113 “IIIMORTANr• m FURNISH THIS DRAINING ALL CONTNACTw13 INCLUDING THE INSTALLER$. 40.0 PSF REF 87175— 2344 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of 0051 (Building Component Safety Information, by TPI and NTCA) for safety practices priordilL DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,t ', top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338302 ,4 rl PO N sections BD Details, or B10unless as appinoted other Apply plates to each face truss and position as sMwn above and on II J the Joint Details, unless noted otMrwise. Rare <o drawings 100A-Z for standard plate positions. 12/05/201/ 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/Tel 1, or for handling, shipping, AN ITW COMPANY Installation N bracing of trusses. Ise- .p >; TOT.LD. 57.0 PSF SEQN- 112564 A As semi on pll this .e.wingfor cover v,peg.listing this drawing', indicates eee.pGros of prpryNlenal.aglnewrIng /_ �/tY 404 0 SA*aeon. Th.suitability and use of this inning'for any*enter.1.the S 14,2 8351 Rovana Circle r.spellslbllity of thaw*,biding'DMlg'nsr per ANSI/TPI ,See.z. *sell Tar DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING N(; 24_nil a,.:�. . . ...... ARFF- 1W6H7175722 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the 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 -1- "is. 7-10-8 i30" Typ. 3X3= 2X4 III 3X10= 2X4 III 3X3= 2X4 III 3X10= 2X4 III y J U U 1-6-0 1-6-0 i 9-0-0 ' 3X7= 3X10= 2X4 01 3X10= 2X4 III 3X7-7-=- ['` L 2-7-8 5 2-4 2-6-12 2-7-8 2-7-8 7.13 ›—inid- 2-7-8 2-7-8 "..c 2-6-12 5-2-4 2-7-8 J1 k16-3-0 Over 2 Supports > 1 R=926 R=926 W=2.5" Design Crit: I RC2012/TPI-2007(STD) ,c ¢er)PROFsS LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02..e .13P14... 0s OR/-/1/-/-/R/- Scale =.5"/Ft. -ass Com nentsofOregon (503)357-2118 McWARNINGIee READ AND FOLLOW ALL NNOTES ON THIS DRAWING' ! 825 N 4th'Ave,Comelius OR 97113 "I T CISH THIS mwm lNG ALL coNntw ons INCLUDING a INSTALLERS, I 'pi 7 TC LL 40.0 PSF REF R7175— 2345 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information. by TPI and wrCA) for safety practices prior / IL 10.0 PSF DATE 12/04/17 o performing chose 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 TM, rigid ceiling. or 610.na shown for .rmApplty lateral o each fa of woes shall have tronas installed per BCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338305 ,z111 sections 63, 87 or R10, as applicable. Apply plates each faceoftruss and position as shown above and w JJIIi--I))' the Joint petal's, unless noted otherwise. Refer Co drawings 180A-Z for standard plate posltlona. Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY drawing, brewing of trusses. TOT.LD. 57.0 PSF SEQN- 11594 ...I an this treeing or ower pegs listing this drawing. Indlwt...ao.pt nw of pfeaselon.l engineering �G0 n10'14,204 % - responsibility solely Pb..the design.own. The suitability and sae.f this drawing for any structure is the SeIt Tao DUR.FAC. 1 .00 8351 Rovana Circle rep«-IbI I It,,.f the Building beeline,per ANSI/TR' +S.d.2. FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites, — er. a ... .._... ._:__.-_-. Renewal 6180/2018 SPACING 24.0" JRFF- 1W6H7175722 ;1116053--PARR FOREST GROVE —Rvrside 2885 Floor Mast -- master HILLSBORO, OR — G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection lottom chord checked for 10.00 psf non-concurrent bottom chord live load appropriateewith spanaratedtesumes glue-nailedlte woodcsheathing tion single layer of the 1pplied 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. 30" Typ. 2X4 III W=3X5 2X4 III 3X5- 2X4111 3X5= 2X4111 3X7= 2X4111 3X3= 3X5= 2X4111 1 1-0 ,�+ r - i+ q li 4-9-0-0 3x5— 3X3EE W=3X5= 3X7= 3X3= 3X5= 3X5- 3X10EE L 10-0-4 >l< 13-0-0 > E 7-7-a I 5-2-4 7-R-17 -1-n 4-7-12 i 7 th 17 1 7 R 17 5-1-8 i 7 R 17 E 2-7-8 7 7 R 7 17 5-2-4 I 7 23-0-4 Over 3 Supports R=493 W=3.75" R=1592 W=3.5" R=642 so Design Crit: I RC2012/TPI-2007(STD) A(e,it PRoFFSS, LT TYP. Wave FT/RT=10%(0%)/4(0) • 16.01 .ee I ,G9N E 0 OR/-/1/-/-/R/- Scale =.35"/Ft. ussComponents ofOregon (503)357-2118 • NARNINGI•• READ AN)MUM ALL NOTES ON TN1s CRANING' � 'k/ ' '.TC LL 825N4rn thAve,CoeliusOR97113 ••11FORTAer• rrreowTHIS DRAWING ToAua o ,gACTORSINCLUDINGTHEUnsrAU.Lem. 83 294PE 40.0 PSF REF R7175- 2346 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to andfollow � the latest edition of BCSI (8uildirg Component Safety Information, by TPI and YMCA) for safety practices prior .../...'. IL 10.0 PSF DATE 12/05/17 to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, top Chord shall have properly attacher!structural sheathing and bottom chord shall have a properly attached n recta calling. orLocations shown for permanent lateral orestraint achfa or webs shall have bracing installedbo per did 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17339011 rl 1 O`� sections 83, l77 or R10, as applicable. Apply plates to each face of truss and position as showrf above and p1 1''LIII�L 1 NE the Joint Details, unless noted otherwise. Refer Cc drawings 180A-Z for standard plate positions. Alpine, a division of ITw Building Components Group Inc. shall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT awing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY drawing. A brat,,of trusses. TOT.LD. 57.0 PSF SEQN- 154038 A on this drawing or mover listing this drawing, Indicates of tAlemoe of profeaely* engineering �4�e111 ' • 4 2004 � DUR.FAC. 1 .00 A...Isib111ty solely for ter designs own. The suitability sad use of this drwlrg far.Ile etruetlre is the 8351 RovanaCircle responsibility of the Building Designer per ANSI/TPI ,See.2. FROM BB Sacramento,CA 95828 For more information see this Job's general rotes page and these web sites: a"Y Renewal 6/30/2018 SPACING 24.0" IRFF- 1W6H7175772 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - H ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and lot chord 4x2 HF #2 bridging recommendations. Webs 4x2 DF-L Std/Stud Deflection estimate assumes composite action with single layer of the 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. r5+ 7-10-8 5-3-0 30" TYP• 1 .5X3 III 1 .5X3 III 3X7 .-- 1 .5X3 III 3X3 -. 3X7 1 .5X3 III 1-6-0 1-6-0 ,------ 4111411111111111r - 11101°°°°°°°°°°°111°7Vci iffire r.. t, 9-0-0 I, l 3X7= 1 .5X3 IIIT. 3X5= 3X5= 3X5= 2-7-8 2-6-12 2-7-8 • 2-6-12 2-7-8 5-2-4 2-7-8 •' 5-2-4 1< 13-6-0 Over 2 Supports R=769 W=1.75" R=769 W=1.75" ckeo PROF Design Crit: IRC2012/TPI-2007(STD) �, S LT TYP. Wave FT/RT=10%(0%)/4(0) 15,02.0,c fir,G3NF, IN M4., OR/-/1/-/-/R/- Scale =.5"/Ft. USS ComponentsofOregon (503)357-2118 •�MDIRNINGI•• READ AND FOLLOW ALL 1101ES OR THIS DRAWING, eir... iiiilimi825 N 4thAve,Cornelius OR 97113 "'IIPORTMR' FURNISH THIS DIwING TO ALL CONTRACTORS INCLUDING IDE UNSrsuras. TC LL 40.0 PSF REF x7175- 2347 Trusses require extreme c re In fabricating, handling, shipping, installing and bracing. Refer to and follow tlo latest edition of SCSI (Building Component Safety Information, by Tp1 and NTCA) far safety practices prior � IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attended struct ural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing Installed per SCSI12/OC/2017 C DL 7.0 PSF DRW CAUSR7175 17338308 ,4 II It �O`� sections 83, 87 or BtO, as applicable. Apply pieces to each face of truss and position as shown above and on L J J the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. Alwin, a division of ITN Building Components Group Inc. shall not be responsible far any deviation from this OREGON BC LL 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 ITW COMPANY installation•bracing of trusses. r owl lb this arwlyp or then sign heel. this drawing, Ila da use or thio dr w grfor alylrl ucengineering t �41s Q��1Tan I4 204P• � DUR.FAC. 17 00 PSF SEAN- 11711 r owl own/ley agilely for the rdesign pope n sti The drawl suitability and use of Nit drawingfar• *elf r•op Phil Pty of Lin Wilda any structure In the 8351 RovanaCircle Wilding OYlprr per ANSI/TPI 1 arena. FROM BB Sacramento,CA 95828 For more information Ree this Job's general rocas page and these web sites: ..nine. ....... ,_:__._._---. a,. ... ._-_ Renewal 6/30/2018 SPACING 24-0" .112FF- 1W6H7175772 I 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - HGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -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 _ )1 Deflection estimate assumes composite action with single layer of the - 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 lottom chord checked for 10.00 psf non-concurrent bottom chord live load plot details for special positioning requirements. 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. W=3x5- T16 T III 1 _ +l. + it 1-6-0 G — _ _ _ 1-6-0IMIMMII I 3X (**) = 3X (0*) _ 3X (**) EE5 3X5(**) = 3X5(**) = 3X5(**) = W=3X5= 3X5(//�3//�j/ **))) 3)(5(**) _ 3X5(**)(I) = 3X5(**) = 3X5(**) EE 3X5(**) = 3X5(**) = 3X5(**) _3X5(**) 3X5(**) EE L 3X5(**) 1` 23-5-12 ,] 0-1-8 0-0-128 JL- 8-7-12 ,1 -...11— 14-0-4 1 k23-5-12 Over 2 Supports R=131 PLF W=18-0-0 R=81 PLF W=8-9-4 late: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,tED PROFk. LT TYP. Wave FT/RT=10%(O% /4(0) 16.01 .Fin Ir. t l�`ruv OR/-/1/-/-/R/- Scale =.3125"/Ft. ussComponents ofOregon (503)357-2118 ••WARNINGI•• ANO Fa.L ALL NOTES ON THIS OWINOI TC LL 825 N 4th Ave,Comelius OR 97113 ••IMPONTANT.. FURNISH TMIS DRNRINS m ALL comuscrDes inctuoma nos INSTALLERS. REF R7175- 2348 Trusses require extremecare in fabricating. handling, shipping, installingr 83294PE 40.0 PSF the latest edition of BCSeme (Building and bracing. Refer to and follow Component Safety information, by TPI and w CSI for safety practices prior 1>: �- - DL 10.0 PSF DATE 12/04/17 to performing these functions. tlnstallerg shell provide temporary bracing per acsI. Unless noted 0tho,w iso, - top chord shall have properly attached structural sheathing and bottom Chord shall have a properly d per BC BC DL 7.0 PSF rigid nsileng. or61 .Locations shown for e. Apply lateral o each fa of webs shall have bracing installed per BG DRW CAUSR7175 17338284 , 1 0 N a sections BD ai or unless asapplicable.other, Apply pietas to each taco of fortrussand rdplpositionto as shown above and on 12/05/201 J the JoinC Details, u les noted otherwise. Refer Co drawings 180A_Z for starc era plate positions. J Alpine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT a Ing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation a bracing of trusses. C TOT.LD. 57.0 PSF • A ..i on this drwing or emn.r pegs I feting this drseleg, Indio.t s acceptance of preresro slonaI eineerino . ICY 14,20 0 SEQN- 102959 responsibility widely for the design down. The wit bllity and use or this drwing roe.any structure Is the (� 8351 RovanaCircle rNppslbhl1ty or is Sul Wing Designer par ANSI/7P1 1 sw.2. eell Tan DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see thin „a, . m Job's general notes page and these web sites: SPACING 24.0" w .. ....- _ • __-. ARFF- 1WfH7175722 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. F. 2-9-0 -I_ 11. H` 2-9-0 H 1. 3011 Typ. H 1 .5X3111 3X3= 3X3= 1.5X3111 1-6-0 1-6-0 - - IF 9-0-0f. 1 .5X3 III 3X3= 3X3- . 1 .5X3 III 0"12 0"12 2-7-8 �1-0-8 2-7-8 2-8-4 11-0-8 I 2-8-4 I< 6-5-0 Over 2 Supports >1 R=366 W=2.511 R=366 Design Crit: I RC2012/TPI-2007(STD) ,iLrEOPROFF 'LT TYP. Wave FT/RT=10%(0% /4(0) 15.01 .PA ,Z/„ R�4 r11 OR/-/1/-/-/R/- Scale ..5"/Ft. vss Components of Oregon (503)357-2118 •eWARNING1w• READ AND FOLLOW ALL NOTES ON THIS DRAWING' ° , 825 N 4th Ave,Comellus OR 97113 ••INFQ TONT•• FURNISH nus OWNING To ALA.cotmucTONs INCLUDING THE INSTALLERS. IC/ 83294PE TC LL 40.0 PSF REF x7175- 2349 Trusses require extrema re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information, by TPI and'//TCA) for safety practices prior M 0.1 .� - DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly a Lathed rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC DL 7.0 PSF DRW CAUSR7175 17338285 actions 83, 87 or 810, a applio s applicable. Apply platess to each face of truss and position as shown above and on 12/05/2017 ■ � I 1 s the Joint Details, unless otherwise. Refer drawings 160A-Z forstandard plate positions. -� `1 ' \v' Alpine, a division of ATM Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to Wild the truss in conformance with ANSI/Tpl 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. Va- �„ C TOT.LD. 57.0 PSF SEQN- 350844 . A seal on this droving or moor pegs lifting this drawing, Indies professions'•pt nos of professions' engineering 4 'LV 14.24 0 • reapanelbl I Ity fel.iy Pb.-the design meat,. The•uitabi l ity or Mit drawing Pb. any structure la _ t DUR.FAC. 1 .00 FROM BB 8351 Rovana Circle rsapeeaIbII Ity of the Building Designer per ANSI/TPI 1 See.2. ��'Taft Sacramento,CA 95828 For more information sae this Jobs genera, notes page and these web sites: SPACING N(; 74.^,1 • a.. w r.. ....._ - - JRFF- 1WRH717572� I 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 special 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. 2-9-070_1-8 rt 1. 30" Typ. H 1 .5X3 III 1 .5X3 III 3X3= - - 1 1-6-0 1-6-0 I ti J +9-0-0 It 3X3= 1 .5X3 III 1 .5X3 III O 12 2-7-8 'I` , 9,140"12 2-8-4 `91140�12 1 3-6-4 Over 2 Supports R=95 R=95 Design Crit: I RC2012/TPI-2007(STD) ��EO PRO� s+ 'LT TYP. Wave FT/RT=10% 0% /4 0 16.01 .' S'/ ( ) ( ) L{ r QY OR/-/1/-/-/R/- Scale =.5"/Ft. 825 N 4th Ave, of abut 971157-2118 ewe FURNISH H RAW NG TO ALL ONTRA ON S Is DRAWININCLUDING �%�TC LL 40.0 PSF REF 87175- 2350 82S N 4th Ave,Cornelius OR 97113 "1T " ^"f1S1 TM'B DRAWING m ALL lifauolNB TI#INSTALLERS. Trusses require extrema re In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior fir '. DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly atte.ed structural sheathing and bottom chord shall have a properly attached „Aiihk rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per Bcsl /'� :C DL 7.0 PSF DRW CAUSR7175 17338293 A L,1 N E sections 03• 67 or 810, as applicable. Apply plates to each faceortruss and position as shown above and on 1205 2017 L J the Join Derails. unless noted cable. sA Refer to drawings ace or for standard plain as positions. BC LL Alpine, a division of ITM Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �w AN ITW COMPANY installation i bracing of trusses. 13�" cp n�C, drawingTOT.LD. 57.0 PSF SEQN- 39505 A semi en this drawing Sr cower page listing this drawing, Indlaateo aae.aptahcs of pfefalon.i engineering4, LY 14,2� r rosponelbliity solely for the design.Imp.. me suitability.w uM of this drawing for aro structure.is the ell Tar DUR.FAC. 1 .00 FROM BB 8351 Reverie Circle responsibility of tiw Wilding 0.110010r per ANSI/T1.1 1 Se.a.2. S$ Sacramento,CA 95828 far more Information sae this Job's general rotes page and these web sl tet: SPACING 24.nil n,e . ._,__._... ... ........ _ . _ . o...........1ametfan4a 1RFF- 1WRH7175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslde 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. F14.5" HE 14.5" 11.20-118 1-6-0 1-6-0 I 1 _ I I - I I c. 4_9-0-0 3X3(**) -- 3X5(**) 3X5(**) = 3X3(**) H1-4-121-4-0--->-c9"8>I 0-1-8 Al,- 3-4-12 J 13-6-4 Over 2 Supports R=201 R=201 Iota: All Plates Are 1 .5X3 Except As Shown. el)PROF Design Crit: IRC2012/TPI-2007(STD) �R FS 'LTT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.ftA1 cJ '4 � 1 • ' OR/-/1/-/-/R/- Scale =.5"/Ft. -uss Components of Oregon (503)357-1118 .WARNINGIee READ NILL FOLLOW L NOTES ON THIS OWNING! 825 N 4th Ave,Cornelius OR 97113 ..11 NWTNrem Fume,THIS CRANING m All caN1WACTORS mamma INE uaui_sts. ly 88294PE 'i TC LL 40.0 PSF REF R7175- 2351 Trusses require extremere in fabricating, handling, shipping, installing and bracing. Refer to afollow the latest edition of SCSI( and Building Component Safety Information, by TPI and arCA) for safety practices prior / DL 10.0 PSF DATE 12/04/17 o Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, „004164top Chard shall have properly attached structural sheathing and bottom chard shall have a properly attached :C DL 7.0 PS F rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsI 12/05��O17 DRW CAUSR7175 17338306 Al LPO ec ei ons 83, 87 or 810. as applicable. Apply plates to ouch face of truss and position as shown above and on L J the Joint Details, unless noted otherwise. Refer to drawings180A-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 awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. "00Y a4,20 4.0 f�a TOT.LD. 57.0 PSF SEQN- 24813 A marl on this drasolely or therm sign slating this drawing, susof tine of professional eetiherrlrq GS a'1 Tai•.t�' DUR.FAC. 1 .00 FROM BB raapdnaibl l iey.e1Ny Pb'.the design abeam. 7M suitability indicates ant use of rhea tlMlrp Ter any atrlgtIn is the �n 8351 Rovana Circle reeponsiblllty of the Building De.ign.r per ANSI/TPI 1 Sew.2. Ai Sacramento,CA 95828 Far more information Wee thla,ae s general brae page and theme wee mites: IRFF- 1Wf1H7175777 e er. ......_ eT,. ........ .- owww.x..d ammonia SPACING 24.0" I 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud (**lottom chord checked for 10.00 psf non-concurrent bottom chord live plate3tdetailse(s) 9forepl osiitioninggqer to caled oad applied per IRC-12 section 301.5. plotspecialpositioningrequirements. 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(**) / ;ww.wheel.1..w...w..pww......1ww.wt owl. 1'6-0 I-'A'-' 1-6-0 miwww wo mw wwwwm � miw mw mummow ` �! pir ir 2X4= 3X5(**) -- 2X4= 1` 5-5-14 0-1-8 .II.- 5-4-6 J H-5-5-14 Over Continuous Support R=131 PLF W=5-5-14 dote: All Plates Are 1 .5X3 Except As Shown. ,dPROP Design Crit: IRC2012/TPI-2007(STD) # FS LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.ft i d � ' OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponentsofOI gun (503)357-1118 "�WAIw1lKrl•' READ Aro FOLLOW ALL Mmes a THIS DRAWING! �' �� Q '�TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 "i FURNISH THIS DRAWING TO ALL CONmAC1UNs INCLUDING THE INSTALLERS. jV g34ggpE REF R7175- 2352 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /�� the latest edition of BCS1 (Building Component Safety Information, by TPI and 11TCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. t Installersshallprovide temporary bracing per BCS1, Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shah have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17338300 ri .,PI] 1 O\��,� sections 83, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 II L J NE the Joint Details, unless noted otherwise. Refer to drawings 180A-Z forstandardplate positions. Alpine, a division of ITW Builing Components Group Inc. shell not be responsible for any deviation frail this OREGON BC LL 0.0 PSF CA-ENG PBC/CWC awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY natalnation a bracing of trusses. 1* SI, tp = TOT.LD. 57.0 PSF SEON- 26319 A cel on this awls.Cr cover pegs listing this drawing. Inclose acceptance of professional engineering G tY 14.2 Si responsibility*elegy for the sign shown. The esitibility end use of this drawing far any structure Is the • 8351 RovanaCircle responsibility of the Wilding Designer per ANSI/IPI 1 s.e.2. S Mdeell Tar - DUR.FAC. 1 .00 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING N( 74-nn n,. . ..-..-._._,__._... a,. a,r,.. .. - o...........i awn nftel2 1RFF- 1WAH7175777 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - X ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. op chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the lot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing. Webs 4x2 DF-L Std/Stud sf no )eflection meets L/480 live and L/360 total load. Creep increase factor loadoapplied perchrdcIRC-12rsecctionp301.5. concurrent bottom chord live '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. 19.25" 0-1-8 11 1 .5X3 III 1 .5X3 III 1-6-0 I I 1-6-0 2X4= E_�_: 2X4= W r ■•••••••••••••••11: CN 9-0-0 ,?, Fr/7 1 .5X3 III 1 .5X3 III Er---1-10 ---- 11, 1-8-12 J 1-10-4 Over Continuous Support r -1 R=114 PLF W=1-10-4 Design Crit: IRC2012/TPI-2007(STD) 119utri pR�FFS LT TYP. Wave FT/RT=10%(0%)/4(0) 15.02.'r 1 d�tE 0% OR/-/1/-/-/R/- Scale =.5"/Ft. -Liss Components of Oregon (503)357-2118 '�WARNINGIee READ A40 Fuca AL.NOTES a THIS OWNING! SP 441 Zd TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 ..iwarnrT'• maim TNIS DRAWING To ALL CONTRACTORS INCLUDING 111E INSTALLERS. ju 83294PE REF R7175- 2353 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to end follow the latest edition of BCS! (Building Component Safety Information. by TPI and MTCA) for safety practices prior -- - DL 10.0 PSF DATE 12/04/17 to per...,.. g these functions, [Installers shall provide temporary bracing per SCSIs Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached T• rigid ceiling. Locations shown for permanent latera' restraint of webs shall have bracing installed per BCS1 BC DL 7.0 PSF DRW CAUSR7175 17338299 .,' 1.--,P-)0 N^ sections 83, B7 or B10, as applicable. Apply plates to each faceoftrussand position as shownabove and on 12/05/2017 IJr�' the Joint 3, B7 o unless noted cable. A. Rarer to drawings aceA-2 for standepo ata positions. /2 1 BC LL Alpine, a division of ITtl Building Components Group Inc, shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG PBC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY installation.bracing of[resew,. 4 `�tv gar 20� TOT.LD. 57.0 PSF SEQN- 26315 A soot on this drool.or cover now'Intim this drawing, Indicates acceptance er professional .rgln erinp ...sensibility I Ity I.ty Tor the design sheen. The.ultael l Aly and use T this drdrawl.lfar any structure 1.the .. DUR.FAC. 1 .00 FROM BB 8351 RovanaCirddeigns..e r..pee.leitity or the Euiiaindeigns.. r s..pANSI/7P! 1 s.e,2. S @i,Ta Sacramento,CA 95828 For mo•re information see this Jobs general notes page and these web sites: w... SPACING 24.(l" IRFF- 1W6H7175722 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - BPX ) op chord 4x2 HF #1&Bet. Deflection estimate assumes composite action with single layer of the fot 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. 3.75" 7" 3.0-1-8 • 2X4 III 1 .5X3 III 1 .5X3III 2X4 III - L J - 1-6-0 YY2 W3 1-6-0 i r J 1 .. 9-0-0 1 .5X3 III 2X4111 2X4 III 1 .5X3 III i5"4r8"815"4w 1-8-8 Over 2 Supports r- I R=46/-379 R=46/-401 Design Crit: 1 RC2012/TP 1-2007(STD) �1tEt3 pROFLtS 'LT TYP. Wave FT/RT=1096(096)/4(0) 16.01 .t�rt'�,dr , s'/. OR/-/1/-/-/R/- Scale =.511/Ft. vas Components of Oregon (503)357-2118 •�WARNINGI•• REPO ANI FOLLOW ALL Nous a TNIS OWING, {G 40.0 PSF 825N4th Ave,Cornelius OR97113 '•NpoRTAxr FURNISH THIS aurlNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4/ 83294PE IA TC LL REF R7175— 2354 Trusses require extreme re In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shall provide DL 10.0 PSF DATE 12/04/17 pshe ng and tomcing per all Unless,qtly otherwise, top Chord shell have properly attached structural sheathing end notion Chord shell have a properly l dtper„ay BC DL 7.0 PSF rigid ceiling. Locations u sappy for permanent. plplates restraint of webs shall hpoe bracingihewn Installed per dCSI DRW CAUSR7175 17338298 A L1 Oo[l N he Jonsin 83, 87 or unless as applicable. Apply Refer to to each face of truss and rd plate as shown above and an 1 2 05 1 7 L IIILI`rJ'�-1 the Joint Oetafls, uniass notes otherwise. Refer to drawings 7BOA_2 for standard plata positions. BC LL Alpine, a division of RTW Building Components Group Inc. shall not be responsible for any deviation frac this OREGON 0.0 PSF CA-ENG PBC/RTT awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN RTW COMA4NY inatallat+an.bracing of trusses. 73 �cY 14,2d� TOT.LD. 57.0 PSF SEQN- 39508 • A meal on this droning or men.r paps listing this drawing, 1ndle.ses acceptance of profs..lal.l engineering responsibility solely for the design mewl, The suitability.,d Lea of this drawing for any structure I.the sseIi Tar OUR.FAC. 1 .00 FROM BB &s 8351 Rovana Circle responsibility of the liding Designer per ANSI/TPI 1 Sse.2. Sacramento,CA 95828 For more information sae this Jobs general notes page and these web sites: -_.....n..,,....n SPACING 74.,7" .,a,.,r. .._.... n,. .._..- .. .._..- 1RFF— 1W6H71757?? 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 Bet. 2 COMPLETE TRUSSES REQU 1 RED ' 240 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. ipecial loads Bot Chord: 1 Row @ 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] SS0514 S 1.25 -he TC of this truss shall be braced with attached spans at 24" OC in [ 5] W5X7 S 1.25 ieu 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] 8X8= 5X7[5] -- 1.5X3 HI 4X5= 4X5(R)[13] III 3X5- 4X5(R)[20] III 4X8(R) III _ _' -- 1-6-0 IIIIIN SS0514[4] = 6X10[7] = 4X5(R)[12] III 4X5[14] = 4X5(R)[19] III 4X5(R)[21] III w 9-O 0 L 3X5 III 550514 E 1.5X4 III 1"12 3-3-15 1"12 3-3-15 Y 3-3-15 3-3-15 T 3-7-1 3-7-1 'la 3-7-1 3-3-15 3-3-14 1''i2 Ec 24-4-4 Over 2 Supports >1 R=3245 W=5.5" R=1398 W=3.75" Design Crit: CUSTOM/TPI-2007(STD) ,074 PROFFS 'LT TYP. 18 Gauge HS,Wave FT/RT=2%(0% /4 0) 16.01 .►t'SD .;, F-,1��$ Q. OR/-/1/-/-/R/- Scale =.3125"/Ft. vss Components of Oregon (503)357-2118 a�WARNINGI•e READ AND FOLLOW ALL NOTES ON THIS DRAWING! C9 4/ -P TC LL 40.0 PSF 825 N 4th Ave,Comelms OR 97113 "IMPORTANT FURNISH TINS DRAWING TO ALL cowmen:No INCLUDING NE IHs*A LERS. j(� 83294PE REF 87175- 2355 Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and follow l / I e Lha latest edition of BCsi (Building Component safety Information, by TPI and RTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to perform..„these functions. Installers ushall provlda temporary bracing per BCSI.r Unless rated dthenwise, op chord shall have properly attnMed stn ctural sheathing and bottom chord shell have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown far permanent lateral restraint of web,shall have bracing Installed per Bcsl �(} DRW CAUSR7175 17338307 s B3. B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and on 1 2/05/2017 .411I' i sections he Joint Details, unless noted otherwise. Refer to drawings,BOA-Z for standard plate position,. BC LL 0.0 PSF CA-ENG PBC/RTT L� N Alpine, a division of 1131 Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. TOT.LD. 57.0 PSF SEQN- 108034 A.«I on this droning or Goya,page listing ti,l.drawing. Indicts momentary=of pfor..olan.l engineering (e w0'14,20 Ion ` responsibility rosponsibllity of1et;.Buuilding*reign .'ANSI/TPI suitability"'°"'e or t"'°W'A'NG for any"^"`""is the ‘S'S Tan._� DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle Sacramento,CA95828 For more information sea this Job's general noted page and these web glia,: i 17AD1 N(; SFF AROVF .1RFF- 1W6H7175722 I 1116053--PARR FOREST GROVE -Rvrslde 2885 Floor Mast -- master HILLSBORO, OR - KG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. tot chord 2x6 HF SS#1&Bet. 2 COMPLETE TRUSSES REQUIRED l ; 2 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. ipecial 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. TC- 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 IT PLATE LATERAL CHORD Truss must be installed as shown with top chord up. to 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] 3- 4] 9 : •: 1-6-0 ------ W — w 1-6-0 — : Q — — 5X7[4] EE 5X7[13] = 3X7111 3X7 III 1"12 2-3-2 9"2y 1-7-8 1-8-0 -5„10 2-4-14 1171; 2-3-2 r9"2 T 1-7-8 T 1-8-0 ' 1 ,-,i-d-- 2-3-2 j 2 1 9-4-0 Over 2 Supports R=3566 W=5.5" R=4180 late: All Plates Are 1 .5X3 Except As Shown. EO PRQ� Design Crit: IRC2012/TPI-2007(STD) Q� FS, LT TYP. Wave ( , FT/RT=2%(0%)/4(0) 16.02., 4•:s�y1 1% OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponents ofOr on 503)357-2118 a�NIARNINGIme READ Aro FOLLOW ALL NOTES ON THIS DRAWING! • 4, R4.A€1 di. TC LL 40.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••11PCNTANT*• FURNISH THIS DIMING 70 ALL CGI„NACTORS INCLUDING THE m mALLe s. 1,0 832li4PE REF R7175- 2356 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Am the latest edition of SCSI (Building Component`Safety Information, by TPI and NTCA) for safety practices prior t'G _ a n•' _ DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing end bottom chord shell have a properly attached _ Ta rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17338283 sections 83, 87 or 810. as applicable. Apply plates to each face of trussand position as shown above and an 11 IOC/1017 J the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. LL/ ✓/L BC LL .04 1 ILS O N f Alpine, a division of ITN Building Components Group Inc. Snell not responsible for any deviation tram this OREGON 0.0 PSF CA-ENG PBC/NTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, da AN ITWCOMPANY installation a bracing of trusses. C TOT.LD. 57.0 PSF e A seal an this drawing er cover paps I istlns this drawing, Indicates acceptance or professional engineering 4 Vey 14,20 0 _ SEQN- 6734 REV responsibility solely for en.design sheen. Thal omit-ability lty old use of this drawing for any etnhetiae la the s t FROM BB 8351 Rovana Circle r..panalblilty of the Building 1)♦slplar per ANSI/TPI i Sea.2. seII Tar D/U�Rr.�FA/C�. 1 .00 Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: _.__.,, I 1/All I Nl1 SFF ARI/VF ,-.__,_... ,a,. -- . --- 1RFF- 1WBN71757�? I : 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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: ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 forgable wind 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located wool ng requirements, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. lefIection 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 leu of structural sheathing. sheathing is required for any longitudinal (drag) forces. All diaphragms, lracing, and connections shall be designed by the engineer of record. 1 9 0 W2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-6-0 0 0 0 0 0 0 0 0 lip 0 W6 0 8 1-6-0 ///////////////////////////�////////�//////////////f////// c..; g 1 .5X3(**) III 4X8(**) ---- 4X8(**) = 3X3 -• 3X3= 1.5X3(**) III 5-9-13 4' 5-8-1 + 5-9-13 1 17-3-12 Over Continuous Support R=84 PLF W=17-3-12 byte: All Plates Are 1 .5X3 Except As Shown. EO PROS Design Crit: IRC2012/TPI-2007(STD) e� F LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.PAS, TeAf►f �ll 1k,, OR/-/1/-/-/R/- Scale =.375"/Ft. vssComponents ofOregon (503)357-2118 "WARN� 'NGI*• READ AND Founl+ALL NOTES w DNSORAMINBI ( TC LL 25.0PSF 825 N 4th Ave,Comelius OR 97113 dei T e• FURNISH THIS WANG m ALL CONTRACTORS INCLUDING TIE INSTALLERS. /„ REF R7175- 2357 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow rk/ the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior •'fou r,,.-- , _ DL /I 1 0.0 PSF DATE 12/04/17 to performing these functions. Installers shall)provide temporary bracing per BCSI. Unless noted otherwise, ap chord shall have properly attached structure 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 A LPO O N E sections 83, 87 or unless asapplicable.caber. Apply plates to each faon of truss and rdsit to as shorn above and an 12/05/2017 1IO C/fol L J the Joint Details, B10. cable.A. Refer to to dings roe of for standard plata as shown 1L J 2 BC LL Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation frau this OREGON 0.0 PSF CA-ENG CWC/GWH drawf drawing, any failure o build the truss inconformance with ANSI/TPI 1, or for handling, shipping, r AN ITW COMPANY installation,bracing of trusses. 10C TOT.LD. 42.0 PSF SEQN- 11721 • rr.swperlr.IEIoh)drwlrq or weer page listing mis dr.elro, lnd)o0tas aa.aptaro.of Rrofasslensl engineering G144.14,20°4 0 y solely Pb.-the design*hove. T.suitability end use of this drawing for isny.truetir.Is w 8351RovanaCircle responsibility or w Building Designer per ANSI/TPI 1 s.e.z. *sell Tar• OUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ., . :__._... ------ SPACING 24.0" IRFF- 1WRH71757�� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT4 ) "op chord 2x4 DF-L #2 lot chord 2x4 DF-L #2 (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 'racing requirements. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live oad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. leflection meets L/360 live and L/240 total load. Creep increase `actor for dead load is 1.50. Truss must be installed as shown with top chord up. sheathing is required for any longitudinal (drag) forces. All diaphragms, 'racing, and connections shall be designed by the engineer of record. illi ill 1-6-0 � ■ ■ III i 3X3-- // //// „ 9-0-0 / J / / / \l 1 .5X4(**) III 3X3= 1.5X4(**) III H-5-4-0 Over Continuous Support -•—>i R=84 PLF W=5-4-0 Ilote: All Plates Are 1 .5X3 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) J.' PROOF LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.'4 �'�11 las Components of Oregon (503)357-2118 w WARN I NG'w ug e READ AFOLLOW ALL NOTES ON THIS awlNOl '��3 .� OR/-/1/-/-/R/- Sca I e =.5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I +*I ru■ISIi nils aw.1116 m CONTRACTORS INCLUDING, iNSrALL0t3pf��p41 iii � TC LL 25.0 PSF REF R7175- 2358 Trusses require extreme care in fabricating, hendlirg, shippinginstalling and bracing. Refer to and follow v32i'rf"E the latest edition of BCS' (Building Component Safety Information, by TPI and WTCq) for safety practices priorte /� to performing these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwise. w� DL 1 0.0 PSF DATE 12/0411 7 top chord shall have properly attached structural sheathing and bottom chord shall have a properly shaded rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF A L��O N sections BD De87tails, or unless as applotod other Apply ferias to each face of tows and a DRW CAUSR7175 17338309 the Joint Decal Is, lass rated position a shown above And on 12/05/2017 otherwise. Refer a tlraWings 1OGA-Z for standard plate positions. 1L J Alwin, a division of 'TTI Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG CWC/GWH Ing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NY insteleacion a bracing or tresses. tee. �{ A•.■I an this tr•sing or never pegs listing thee drawing, indictee..•oo.pt rs•of prefe..Ional engineering �<, ".'LY 94,24$ TOT.LD. 42.0 PSF SEAN- 11717 a eepo sibiiity solely for the design Worn. Th.suitabilityend use of thl•drawl far responsibility of the Building Designer n0 any scriMtna•.1.th. 8351 Rovana Circle Sy par >I s.n.a. sell Tar�� DUR.FAC. 1 .15 FROM BB Swaamento,CA 95828 for more information sew this Jobs general .ares and these....F _•__.in page web sites, .. ........ _-- . ...... ._ SPACING 24.01' 1RFF- 1W6H7175722 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -op chord 2x4 DF-L #2 lot chord 2x4 DF-L #1&Bet. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1, W2 2x4 DF-L #2: iee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 forgable wind 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located )racing requirements. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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. 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. W1 0 0 0 0 0 0 0 0 1-6-° E o a 0 0 0 0 1� 3X5(**) Q� W<i) 3X5(**) 1 6-0 /// // // /// /////////////////////// 3x9-0-0 III 3X5 III Ic 9-6-0 0-3-8 1,1— 9-2-8 I9-6-0 Over Continuous Support �I R=84 PLF W=9-6-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PROF LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .rR Jf 4',v 1-_ .s/,1?� OR/-/1/-/-/R/- Scale =.5"/Ft. -Liss Components of Oregon (503)357-2118 '�WARNINGI•• READ AFC FOLLOW ALL NOTES Q11 THIS ORIIINGI 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT*. FURNISH THIS DRAINING To ALL COM/4E MS INCLUDING THE INSTALLERS. ''• Q ��p R TC LL 25.0 PSF REF R7175- 2359 Trusses require extreme care In fabricating, handling, shipping Installing and bracing. Refer to and follow w 83294PE Che latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorDL 1 0.0 PSF ��\ b performing thea.functions. InstallersshallProvide temporary bracing per BCS(, Unless noted otherwise. 00°.'"-: 4 DATE 12/04/17 Cop chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached rigid ceiling. locations shown far permanent lateral restraint of webs shall have bracing installed per CC BC DL 7.0 PSF A n �0�0 N E secthe Joie 83. as or as applicable.otherwise. Apply plates to each racer tri aro rds late as Shawn shays and DRW CAUSR7175 17338286 IL's the Joint Details, hies)noted he wise. Rafar o drawings 190p_Z forstandardpieta positions. I2/O5/2017 Alpine, a division of ATM Building Components Group Inc. shall not be responsible for any deviation free,this BC LL 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in coonformance with ANSI/TPI 1, or for handling, shipping, OREGON ef AN ITW COMPANY lmtanation a bracing or trusses. .... 1 rhl.aYwirp ar cover Pw•luting a11.erawin . lndlaata.00 pt moa er pf...Ional anglnaenlg �/_ �L�y 14 Zp� TOT.LD. 42.0 PSF SEAN- 105600 raepol lbll Ity eel aIy ror tela.high slsn. 1M•e1ttlIl 1py ane use of Ghia erwllp for any atrtwtlre la aha Y ` 8351 Rovana Circle responsibn ity or the Building Designer per ANSI/1P1 1 See.2. *sella\ DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For Tao more information sea this Jobs general notes a and.nese ,_.__•-...___. page web sites: SPACING 24.0" ARFF- 1W6H7175722 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 lot chord 2x4 DF-L #2 (") 2 plates) require special positioning. Refer to scaled plate plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud :W1 2x4 DF-L #2: lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located tracing requirements, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. bottom chord checked for 10.00 psf non-concurrent bottom chord live oad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. lefIection meets L/360 live and L/240 total load. Creep increase 'actor for dead load is 1.50. Truss must be installed as shown with top chord up. sheathing is required for any longitudinal (drag) forces. All diaphragms, tracing, and connections shalI be designed by the engineer of record. 1-6-0 - 6IIn-i-i- ■ 1-6-011 ■ ■ 3X3= 1111-1 eI!i Pr / 1 1 / 1 .5X4(**) III 3X3 1 .5X4(**) III H 5-6-0 Fc---5-6-0 Over Continuous Support R=84 PLF W=5-6-0 hate: All Plates Are 1.5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) X)PRpfi 4. LT TYP. Wave FT/RT=2%(0%)/4 0) 15.02.18 ,digh'!�. ('j_�1 OR/-/1/-/-/R/- Scale =.511/Ft. uss Components of Oregon (503)357-2118 " WARNINGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!825 N 4th Ave,Comelius OR 97113 "IIPdtTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 25.0 PSF REF 87175- 2360 Truss require extrema re in fabricating, handling, shipping installing and bracing. Refer to and follow /4� the latest edition of BCsi (Building Component Safety Information, by TPI and RTCA) for safety practices prior 14' rr� , � DL 10.0 PSF DATE 12/04/17 to performing chess functions. Installers shell provide temporary bracing per RCS!. Unless noted otherwise, Cop 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 par BC BC DL 7.0 PSF ■�Pl]N sections BD Details, or unless as applicable. Apply Refer Coto each face of for and position as shown above and on DRW CAUSR7175 17338294 J the Joint Becaiis, u less noted otherwise. Rater drawings 180p_2 for truss plata positions. 12/05/2017 Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/GWH drawing, any failure to(wild the Vass in conformance with ANSI/TPI t, or far handling, shipping, OREGON AN ITW COMPANY installation a bracing of trusses. A.sol on this awing or cover p.ye listing als drawing, indicates acceptance of profowional engineering �/_ 4/LY 14,204 0 TOT.LD. 42.0 PSF SEQN- 11729 s' reeponribil1ty solely for the design elnoeln. The suitability rd use of this drawing for any structure is the y 8351 Rovana Circle responsibility of the Building Deelgrr per ANSI/TPI T Sae.z. + t DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this 3QI�Tar "�^�••c. __ . .w, job's general rotes page end these web sites: SPACING 24.0" JRFF- 1W6H7175772 1 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 24.011 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 1211 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 tee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. )racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/360 live and L/240 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. 7asten rated sheathing to one face of this frame. 0 0 0 0 0 {1 a -0 0 1-6-0 1-6-0 0 B 0 0 0 la 0- a 0 2 it///////////////////////</////// 1 10-3-0 Over Continuous Support R=97 PLF U=18 PLF W=10-3-0 Jote: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) so PROp LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1s J .+artr ^e+�r�`rS OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-2118 eMwNGIe ARNie READ NO FQIp AIL NOTES(Si ORATING!RATING! 825 N 4th Ave,Cornelius OR 97113 e•IIPORTANT•• FURNISH THIS ORATING To ALL CONTRACTORS =LIMING THE INSTALLERS. �C/ 4, 83294PE �v TC LL 25.0 PSF REF R7175- 2361 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of 8051 (Building Component Safety Information, by TPI and wrCA) for safety practices prior tr �,,.. � DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations Mown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338297 A Tl • 1 [l N sections 03, 07 or 010, as applicable. Apply plates to each face of trussand position as shown above and on I'ILII'�L J IIILII�` the Joint Details, mess noted otherwise. Refer Co drawings 180A_Z forstandardplate positions. 12�O5�2017 Alpine, a y division of ITR Building Components Group Inc. shalt not be responsible for anyshipping, from this OREGON BC LL 0.0 PSF CA-ENG PBC/RTT Ing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation C bracing of trusses. TOT.LD. 42.0 PSF SEQN- 102909 . • A impel on this droving or cover pegs Iletin ro y r'lity" 241 this drawing, Indicate.•caspt eae dr prof...lanai engineering ` responsibility solely Pb,the design peig oir pa The suitability ee.2 and U••Of thl•droving for any*trues..I.theei 8351 Rovana Circle responsibility of the Building RA•IPl•r per ANSI/TPI 1 S•e.2. *eel/ Tan DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see thisV r 1 " .�niuv Jab's general notes page and these Tab sites: SPACING 24.0" a. ... ....... ... ..... ._ JRFF- 1W6H7175772 1116053--PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - RT10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 10 not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. (racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/360 live and L/240 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. r 0- a 0 0 0 fl fl 1 1-6-0 1-6-0 o fl o- -o a a- a //////////////////////// 9-0-0 i k7-1-0 Over Continuous Support R=97 PLF U=30 PLF W=7-1-0 late: All Plates Are 1 .5X3 Except As Shown. s teD PROP. Design Crit: IRC2012/TPI-2007(STD) ,Ii SS, LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .i!°-0 L4' N F �O OR/-/1/-/-/R/- Scale =.5"/Ft. iiiimil -uss Components ofOregon57-2118 •;IMAANINGI" meso MD NG ID ALL NOTES ON S IsINCLUDING DRAWING! TC LL 825 N 4th Ave,Cornelius OR 97113 ••11PORTANT' nllwisll Txls purllw,�ALL oDNmneTans,pq oo,gg,,,e ,,,n,,, 25.0 PSF REF R7175— 2362 Trusses require extremecare In fabricating, handling, shipping, Installing and bracing. Refer to and follow ' 00/'•.- the latest edition of SCSI Building Component Safety Information, by TPI and MICA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing par BCS1. Unless noted otherwise, top chord shell have properly attached tacked st ctural 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 17338296 A 1 ,1 ) N sections 03, a7 or 010, as applicable. Apply pieces to each face or fru andas II L 1position shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A-Z forstandardlate ny= as. OREGON :C LL Alpine, a division of IT.Building Components Group inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss In conformance with Ag51/TPI 1, or for handling, shipping, AN ITW COMPANY installation e bracing of trusses. '�` "4/L414t2odb ..0 TOT.LD. 42.0 PSF A seal on this drafting Cr cover pegs listing this drawing, Indicates aeesptenos of professional engineering SEQN- 1 02907 r responsibility solely for the design elewl, The Saltmanity end use of this greeting for any r.mpprml I i of the s,ndl "g structure "the @@ If Tar DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle no Designer per MBI/TPI 1 aoe.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, w... Renewal 8130/2018 SPACING 24.0" 1RFF- 1W6H7175777 1116053—PARR FOREST GROVE -Rvrside 2885 Floor Mast -- master HILLSBORO, OR - BP1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. '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 111 3X3= 1-6-0 1-6-0 Ile II 1E111111J ►� ►.I 9-0-0 3X3= 1.5X3111 1"12 1-6-8 1''i2 1-4-12 1112 I 1-8-4 Over 2 Supports R=71 W=5.5" R=71 W=5.5" 03 PROFS, Design Crit: IRC2012/TPI-2007(STD) e. ,g'G SS LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .414-1) Q�N t . �O OR/-/1/-/-/R/- Scale =.5"/Ft. vssComponentsofOregon (503)357-1118 •�WARNINGIee NEM AM)FOLLOW ALL IDIEs ON THIS DRAINING! �� 83294PE 11 TC LL 825 N 4th Ave,Cornelius OR 97113 ^1 T FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTAu.FRB. - 25.0 PSF REF R7175- 2363 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of nes' (Building Component Safety Information, by TPI and WTCA) far safety practices prier C OL 10.0 PSF DATE 12/04/17 o performing Chess functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top Chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC SI 12/05/2017 ;C DL 7.0 PSF DRW CAI)SR7175 17338301 Al�1 0 N a sections 83, a7 or unless as applicable, Apply pietas to each faceoftruss and rd plate as shown above and m L J sec Joint 3, 87 o unless roped cable. sA Refer to todrawings ace of for stand position Plate as positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON :C LL 0.0 PSF CA-ENG BFR/GWH drawing. any failure to build the truss in conformance with ANSI/TPI '1, or for handling, shipping, AN ITW COMPANY Installation.bracing or trusses. A...I on this drawing or cover I I.tlro,all.drawing, indicates.ee.pt.n..Cf professional engineering ��/ t qt y 1;,20(' te, TOT.LD. 42.0 PSF SEAN- 118514 • respensibi l ity solely for the design.l,..n, Th.«Itabi l ity end m.o or this drawing s 8351 RovanaCircle r«parabu sty or ff,e Building Designer per AI l/1PI t s.e.z. ro nor any structure i.the $e!I Tan DUR.FAC. 1 .15 Sacramento,CA 95828 FROM BB For more Information see this Job's general notes page and these web sites: a,.,`. ..-. °g Renewal 6/30/2018 SPACING 74.0" 1RFF- 1W6H7175777 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 Sot 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 applied 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 Fasten rated sheathing to one face of this frame. 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 r � iTrli I 1-6-0 1-6-0 PeIIIIII imina +9-0-0 1 .5X3 III 1 .5X3 III 1"12 1"12 rr9n14 1-1-6 Over 2 Supports R=47 W=5.5" R=47 W=5.5" QED PROp, Design Crit: IRC2012/TPI-2007(STD) ,��G o„ LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.� -14r N F � 15.02.1,d-14r0 OR/-/1/-/-/R/- Scale =.511/Ft. vss Components of Oregon (503)357-2118 'MOURNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! /).". �TC LL 825 N 4th Ave,Cornelius OR 971113 "I IT ' FRA,M THIS DIMING m ALL cvrtwAc,Gws INCLUDING ea INsrALLEws. rrr*J' 25.0 PSF REF R7175- 2364 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ' �Irlr'''" the latest edition of nCSI (Building Cemponent safety Information, by TPI and NTCA) for safety practice.prior C IL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unlike.noted otherwise, cop 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.hall have bracing installed per SCSI 12/05/2017 ,C DL 7.0 PSF DRW CAUSR7175 17338303 ,4 f �� I 1 sections B3, B7 or 810, as applicable. Apply plates to eech fapapp!truss and posTon as down above and on I� I Che Jt C Dllld therwise. Reler to tlrawings 180A_Z for.CarMartl plate positions. r-- A,,,,:.7.1:..:::,07.-::-...7..compo ent.G pnp Ino. .hall not.be responsible fpr an deviation from this OREGON :C LL 0.0 PSF CA-ENG BFR/GWH drawing, any fel lure to build the r in conformance with AN51/TPI 1, or for handling, shipping, A seal entails tr«Irp or aewr p•Gs u.tlng v.1.er«Ilq, lndI«w �/ �tv 94,2G� ,.0 TOT.LD. 42.0 PSF SEAN- 116938 A seal nI l ler solely for the r p v.1w l.•of professional.l rltln«rint S ig.rape. ,,,e suitability Io.2.n• 1«of this drawing far any structure I.sra 8e11 Tan DUR.FAC. 1 .15 8351 RovenaCilcle responsibility of the Wilding Designer per ANSI.,pI ,s.a.z. FROM BB Sacramento,CA 95828 For more information see this Job's general rotas pegs end Lhasa web sites. Renewal W30/2018 SPACING 24.0" JRFF- 1W6147175722 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1116053--PARR FOREST GROVE -Rvrslde 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 1e designed by the engineer of record. See Code section R602.10.6.2. 1.5X3 III 1 .5X3 III 11111111 1-6-0III 1-6-0 • ' 4_913- ' mm WMM 1 .5X3 III 1.5X3 III 1"12 1"12 l9n -r 1-0-8 Over 2 ySu1pports R=44 W=5.511 R=44 W=5.5" ItEO PROpA. Design Crit: 1RC2012/TPI-2007(STD) ,r\k. SS LT TYP. Wave FT/RT=2%(0%)/4 0) 15.02.1,e Ark GotN F_ 'p OR/—/1/—/—/R/— Scale =.5"/Ft. lass ComponentsofOregon (503)357-2118 meMS1RNING1ew READ AND FOLLOW ALL NDTES ON THIS DRNSINDI �+ 825 N 4th Ave,Cornelius OR 97113 'ellpdtTANree FURNISH THIS DRarING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF R] _ REF 175 2365 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and tel /- the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,e, op chord shall have properly attached structural sheathing and bottom thorn shall hays a properly attached rigid ceiling. Locations show,for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338304 r,II 1L�`J� sections 83, B7 or 610, as applicable. Apply pietas to each face of trussand position as shown above and an N IE the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for tandard platpositions. OREGON BC LL 0.0 PSF CA—ENG BFR/GWH Alpine, a division of ITR Building Components Group Inc. snail not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or far handling, shipping, AN ITW COMPANY installation.bracing of trusses. �4 44.Y14,2°4 �� TOT.LD. 42.0 PSF SEQN— 116940 A Seel m this drawing or Does Pogo listing this drawing.abil i Indicates d 0 orrthis r or g tereolan.I engineering swe well Tan DUR.FAC. 1 .15 FROM BB rwpour lellles.rawly ter the aweigh sheen. The suitability and tes of this drawing p Per why el engine ri the 8351 Rovana Circle rweponelea i ley of the Building Designer per ANSI/11.1 1 See.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites, AI K. ..... - .. ...... ,rr ...... . Renewal 6130/20/8 SPACING 24.0" 1RFF- 1 WRH7175722 STRNNGBACK BRIDGING REC❑MMENDATIDNS ► All scab-on blocks shall be o minimum cx4 BUTT STRONGBACK BRIDGING TOGETHER "stress graded lumber," ► All strongback bridging and bracing shall be a minimum Bx6 "stress graded lumber." -.10101 ► The purpose of strongback bridging is to / 'O" ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0,128'x3.0') NAILS IN 2 ROWS AT g H resulting in an overall increasethe SCAB 6' 0.C, NOTE: IN LIEU Of SPLICING AS SHOWN, stiffness of the floor system. fx6 LAP STRONGBACK BRIDGING MEMBERS Strom b bridging, TRUSS SPACING strongbock bred In positioned as shown in FOR AT LEAST ONE T STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o,c. (max,) N❑TE': Details 1 and C are the preferred attachment methods ► The terms "bridging" and "bracing" are sometimes ATTACH STPONGBACV TO mistakenly used interchangeably, "Bracing" is an WEB W/ (3) lad COMMON 0.148'x3') NAILS OR ' important structural requirement of any floor ED (4' 10c1BOX/GUN ' or roof system. defer to the Truss Design J�.2B'o3.0') NAILS '/' '� Drawing (TED) for the bracing requirements for each individualtruss component, "Bridging," it. - 0.1. ° ° ��ir � I particularly "strongback bridging" is a �� recommendation for o truss system to help 410iii' ' control vibration. In addition to aiding in the Alit ..,41 .7144 1111110 ii.�' ' distribution of point foods between adjacent 11 .4111111116p.-- truss, strongback bridging serves to reduce ° ° �-� STRONGBACK BRIDGING "bounce" or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10' None required 10' to 20'I row(at center of span) The performance of all Floor systems are lad COMMON (0,148'\3.0') OR 20' to 30'2 rows(1 of each 1/3 points) x/GUN (0,128•,3.0') NAILS ATx � 2x6 (MINIMUM) STR❑NGBACK, 30' to 40'3 rows(1 at each v4 points) enhanced by the installotion of strongback TOP AND BOTTOM OF 24 RESTRAINED AT E ' SCAB-ON BLOCK. ATTACH EACH ND. Over 40' Space to at 10'op.points! bridging and therefore is strongly reCOmmeYlded IRONGBACK TO BLOCK W/ "5 1 by Alpine, d COMMON (0.148'x3.0') NAILS a)lOd BOX/GUN (0.1285c3.0') I ® For additional information regarding strongback NAILS. / J 4111 bridging, refer to BCSI (Building Component Safety Information), lilt .00. 1111/10,, /Pi 00. ,-------011/1" 10P1'. iiiit op ----- ,0) qe. \V.A/ ii , \ in, ' 11... -1- 1:1 dillill ili �ATTACH STRONGBACK TO BOTTOM CHORD WITH (23 STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES10 3 SCREWS ,S 0epPROFSS ••WARNING!w• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �UI` w. lia T C L i ...IMPORTANT... FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. PSE REE S T R❑N G B A C K Trusses reouire extreme care in fobricating, handling, shipping, installing and brocin9. Refer to and /� 83294PE follow the latesedition of BCSI k Building Component Safety Information, by TPI and SBCA) for safety iC /' IL F'SE DATE 10/01/14 practices prior to performing these Functions. Installers shall provide temporary bracing per BPS). �r^� T� ['�` ,r ,� Unless noted otherwise, top chord shall have properly attached structural sheathing antl bottom chord IC DL PSE DRWG q _ shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint oe webs 'G STRBRIBRI01.`t shall have br sting instolled per SCSI sections B3, B7 or 910, os applicable. Apply plates to each face _ �� 1`NE o tress and =—Mon as shown above and on the Joint Details, unless noted otherwise. 12/05/2017 C LL PSE Refer to dro•in 160A-Z For stonda rtl plate positions. nR AN ITVv COMPANY Alpne, o division of I7W Bulldino Components Group lac. shall not be responsible for any deviation From /SLR GON C this tlro wing, any Failure to build the truss in contornance with ANSI/TPl 1, or for handling, snipping, oFj/IV T❑T, Lll, P S F Installation g bracing of truss N- Ifw A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional Vey�4.2O v _ engineering responsibility solely for the design shown. The suitability and use of this drawing S 1. DUR. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. 8 D F R. FAC. 1.00 Earth City,MO 63045 For more information see this job's general notes poge and these web sites: ell Tar ALPINE, won olpineitw.con, TPI, www.tpinst.org, SBCA: www,s bcindustry.or g, ICC: www.iccsafe.org 0...........1 G19H/'M�O SPACING Gable Stud Reiniconcernent Detail ASCE 7H0; 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt 1,00 ❑r: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, hot = 1.00 2x4 \ Broce (1) 1x4 'L' Brace * (1) 2x4 'L' Brace * (2) 2x4 'L' Brace 4444 (1) 2x6 'L• Brace * (2) 2x6 'L' Brace w Gable Vertical No Bracing Group Species and Grades, Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B GroupA S ID I- #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir i Hen-Fir #3 4' 7' 7' 9° 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' #1 , #2 Standard #2 Stud U — 14' 0' 14' 0' 14' 0' 43 Stud #3 Standard Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' U O Standard 4' 7' 6' 7° 7' 0' 8' 10° I 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pine*.* #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' IIIMEMEM 43 2 a S #2 4' 10' 8' 2° 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud 1- #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11' 14' 0' 14' 0' Standard Standard OH D14' 0' 14' 0' L� _ Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' S" 11' 11' 14' 0" 14' 0' 14' 0' 14' 0' J 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! _ 141 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2° 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Nen-Fir _) - .> #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4° 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Al R Btr U __ — Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 1.4' 0' I 41 D O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 81 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' Douwlas Fir-Larch Southern Pinew•I > S14' 0' R1 I #2 5' 6" 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' a2_ ho i #3 5' 5' 8' 6' 9` I' 11' 0' 11' 5' 13' 1' 13' 8° 14' 0' 14' 0" 14' 0° 14' 0' es J D_ 0' _ Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8" 14' 0" 14' 0' 14' 0' 14' 1x4 Braces shall be SRB my 1n s-Rated Board). .wwFor 1.4 So. Pine use only Industrial 55 or Z Standard 5' 3' 7' 6' 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 F #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. / - r #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes U _ — Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' wind Load deflection criterion is L/240. Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' < U #1 5' 4' 10' 6' 10' 10° 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' Provide upliftuconnectionsaring for 35 plr ever 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load,. / 1 FJ #2 6' 1° 10' 4' 10' 8° 12' 2' 12' 8° 14' 0' 14' 0' 14' 0• 14' 0' 14' 0' 14' 0' _ #3Gable end0' supports load from l4'y a overhang, _ � 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0" 14' 0° 14' 0' 14' 0° 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood averho ng, D- Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9° 8' 8° 9' 3° 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm Aboutic- l Attach 'L' braces with l0d (0.128'x3.0' min, nails, 1 Gable Truss 1 iI I Q )I( For (I) 'L' brace space nails at 2' o.c. ff in 18' end zones and 4' o.c. between zones, 3onnl brace option, 1 Pt 31E 3l(For (2) 'L' braces' space nous at 3' ac. tical length may be I j y T 0 in 18' end zones and 6' ac between zones. ibled when diagonal 18' ce is used, Connectl . 'L' bracing must be a minimum of 807. of web member length, )enol brace For 3350 L _ : 0 9 each end. Now wet Li//'2'\ Gable Vertical Plate Sizes al length is l4ce /, Brace _ �, Vertical Length No 2.4 DF-L. 42 or ■ Less than a' 0•Q 134 or 233 better diagonal Greater than 4' 0', but ■ Vertical length shown brace; single less than 11' 6' 2X4 in table above. or double cut 18 31E ■ ' q5' L 1 0 ■ Q Greater than 11' 6' 3y ' (as shown) at �1 Refer to common truss design for upper end. ■ ■. ■ ■ ■. •■ I�1 ■ ■ it 9 ■ ■ ■ mu ■ ■ om ■ ■ / peak, splice, and heel pintsi Connect diagonal at • ontinuous Bearing Refer to the Building Designer For conditions midpoint of vertical web, elf's Refer to chart above for r-l.�40 - sith not addressed by this detail, .•WARNING/•. READ AND FOLLOW ALL NOTES ON THIS DRAWING/ �` ��G?t 'OY ••IMPORTANT.■ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C REF ASCE7-10-GAB12O1S Trusses require extreme core in Fabricating, handling, shipping, installing and bracing. Refer to and 83294PE Follow the latest edition of BCS/ (Building Component So Fety Information, by TPI and SBCA) for safety141 -I- 71 practices prior to per fpr Hing these functions. Installers shall provide temporary bracing per HCS/. / Unless noted otherwise, top Chord shall have property attached structural sheathing and bottom chord DATE .-__....._____.. ,w snail hove _ 10/01/14 property atfn[hed rigor ceiling. Locations shown for permanent lateral restraint aF webs DRWG A12015[NC101014 '11____,'D '-mow ,� shall have bracing installed per BCS[ sections B3, B7 or BIO, as applicable. Apply plates to each face J [\. of truss and position os shown above and on the Joint Details, unless noted otherwise. 12/05/2017 —L J Refer to drawings 160A-Z For standard plate positions. L J AN ITW COMPANY Alpine, division of ITW Building Components Group Inc. shall not be responsible Far any devla tion Fran 12(�Q F(�N This aro wing, any failure to bund the truss in cant ormace with ANSI/TPI 1, or for handling, shipping, 2/'�'.)r V installation S bracing aF trusses. '0014,20°4 �lw MAX. TOT, L_D, CO PSF c A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional �j_ • engineering responsibility solely for the design shown. The suitability and use of this drawing Y_nf 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. V wwb Earth City,MO 63045 For ore information s this job's general notes page and these web sites 811 �� r�. Al PINI)" www.nlnineitw.cnm: FPI,see SREA: www.shcindustrv.nra: ICE.: MAXwww.,ecsafe.orn , SPACING 24,t,'� Eab , e De L . For Let-In Verticals Gable Truss Plate Sizes About f-F Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. /,q�� i °Refer to Engineered truss design for peak, splice, web, and heel plates. //7\'''--s.,,, , ©If gable vertical plates overlap, use a // ,\ ' single plate that covers the total area of Natio the overlapped plates to span the web. �0 ® erg9`tnl + Example 2X4 id I G 2X4 �/ 2X8 'T" Peinforcenent Attachment Detail 'T' Reinforcing 'T' Reinforcing 111)/ 1 Member Member i f •, w © Toe-Hall - Cr� End-nail 0 0 w & B �� O l + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each 'T" reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'. 3.',min) Nails at 4' o.c, plus length is 14' from top to bottom chord. (4) nails in the too and bottom choras. 'T' reinforcing member material must match size. Rigid Sheathing Toenniled Nails, specie, and grade of the 'L' reinforcing member. V I 10d Common (0.148'x3',min) Toenails at 4' ac. plus © 4 Nails c4) toenails in the top and bottom chords. ekD Length Increase w/ °T° Brace i"T' Peinf. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase ,Forcing \ wind load. ember 2r4 30 7. ASCE 7-05 Gable Detail Drawings 2x6 20 A13015051014, 412015051014, 011015051014, 010015051014, A14015051014, Ex ASCE ASCE 7-10 Wind Speed = 120 mph Gable A13030051014, 012030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, hzt = 1.00 Truss Spaced At TASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4 0.0. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PE0101014, "T" Brace Increase (From Above) = 30'( = 1.30 A11530ENC1010I4, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030EN0101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length See appropriate Alpine gable detail for maximum unreinforced gable vertical length, 1.30 '; 8' 7' = 11' 2' __6 I Nail5 X X Ceiling .`G��D PROF€. wwWARNINGIC. READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Co w wwIMPORTANTw. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41r REF VERT Trusses robricating, handling, shipping, installing and bracing, Refer to and require extreme e c . ,22--, follow the latest edition f BCSI in Component Safety Information, by TPI and SBCAI for safety DATE 10/01/14 practices prior to performing these Functions. Installers shall provide temporary bra Cing per BCSI. 0, Unless mated otherwise, top chord shall have properly attached structural sheathing and button chord r n _* �> shalt nave a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs 12/0542017 DRW�t JBL_E TINIJ14 shall have bracing installed per SCSI sections B3, B7 or HIO, as applicable, Apply ' I N C posea P po y plates to each C Re truss and tion as shown above and on the Joint Details, unless noted otherwise. ace J Refer to drawings 1604-c' for standard plate positions. OV_ AN ITW COMPAN" Alpine, a division of ITV Building Components Group Inc. shall not be responsible For any deviation from �y1� r this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ~/_ LY 14,10 0 t installation k bracing of trusseY�(� t MAX. ITT, LD, 60 PSS A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional V s /'Ta •` engineering responsibility solely for the design shown. The suitability and use of this drawing Q ' 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. D U R, RAC, A(\V io,..........1 annr9n41a ASCE 7-10 120 mpn, 30' wean -eig-lt, CWsed, Exposure C Common Residential Fable End Wind Pv-acing 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, Meon Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 30f t. Mean Hot, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" H length (zt = L00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiff bacl- 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 ceiling diaphragm H Greater than 7'6" to 12'0" max; provide a 2x6 stiffback at mid-height and brace >ee Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014). )0 this detail, X Optional Px L-reinfor cement attached Jails: 10d box or gun (0,128"x3",min) nails, to stifaback with 106 box or gun (0128" x 3", minD nails @ 6" o.c, X _._j' X 2X4 Blocking - nailed to 45° sheathing and24' Max ,////:\N each truss ITyp' ki * H . 7X4 DF-L #2 - �,� H/2 or better / diagonal brace. - Attach each end for 56044. _ / / - /ontinuous Bearing/ / / / / - 2x6 #2 Stif fbacH / attached to each EOPROF Stud w/ (4) 10d box or gun (0.123" X 3", mina nails, .�llt FSS, S.2 �4GINF6.- O •wVARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING/ wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (4 83294PE 91 REF GE WHALER Trusses require extreme care in Fabricating, handling, shipping, installing and bracing. Refer to and 1111 Follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) far safety ...../. DATE 10, 01/14 \ practices prior to performing these functions installers shall provide temporary bracing er SCSI. Z Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char.. ,t �'� .w shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs DRWG GABRST101014 /^ n � -� - shall have bracing ns tolled per BCSI tions B3, B7 or BID, as applicable. Apply plates to each Face 12/05/2017 J I: C of trots drawings an as shown above and 5' the Joint Details, unless noted otherwise. Z � ■` Re Fer to drawings I60P-Z for standard plate positions. 12M99 AN ITW COMPANY this a division of ITW Building Components Group Inc. shall not be responsible for any deviation From /uARrx�- 7 Cis drawing, any failure to build the truss in coolorno ace with ANSI/TPI 1, or for handling, shipping, 41P ,p % installation R. bracing of trusse ` V�,Y 14,ZDV_ t� MAX. TOT, LD. 60 PS� A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing ween Tan 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per- ANSI/TPI I Sec.2.