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Plans (63) MccaCl.)k6..-.CI)' llet aALS:NjOr S7t' 4' it,•:,f,:•',i NOV I 2 2018 F 608" I- 43'6" I-- 10. --•••I I I I I I I i ! I I = T 1 , B M g m CHV C CY rt') GI rn 1— Z7 I I ______ __ ..-• I CO 03 9'6"8 , cn ____i___ E 2*3" .c1 1- GI CO rrl I EJ2 m m 10' ---..1 Customer: PARR FOREST GROVE Oesc. : Riverside Plan 2626 R Mo C C i— co ADDRESS: master 71mOl z Designed by: BILLY BREESE i— ziv o 0.47.1r004., sor..rowcz.. 0 0 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W6H7175Z2105074219 Truss Fabricator: Truss Components of Oregon Job Identification: 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) ,AO PROAL.. Engineering Software: Alpine proprietary truss analysis software. Version 16.01. �i S Truss Design Loads: Roof - 42 PSF a 1.15 Duration % G 1 N F i0 Floor - N/A �O 4. 83294PE�� 9 Wind - 120 MPH (ASCE 7-10-Closed) ,-- Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of �` 4.2, oo 2O record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 sell Tan Rte-I ••it 2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 07:41:40 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02317--CG 17338280 12/04/17 2 02318--C 17338273 12/04/17 3 02319--CHV 17338271 12/04/17 4 02320--C1 17338277 12/04/17 5 02321--CGE 17338279 12/04/17 6 02322--BGE 17338269 12/04/17 7 02323--B 17338268 12/04/17 8 02324--EGE 17338276 12/04/17 9 02325--E 17338274 12/04/17 10 02326--E1 17338275 12/04/17 11 02327--DGE 17338272 12/04/17 12 02328--EJG 17338267 12/04/17 13 02329--EJ1 17338281 12/04/17 14 02330--EJ2 17338278 12/04/17 15 02331--A 17338266 12/04/17 16 02332--AG 17338270 12/04/17 17 02333--SJ1 17338265 12/04/17 18 02334--SJ2 17338264 12/04/17 19 02335--5J3 17338282 12/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CG ) Top chord 2x6 HF #2 chord 2x4 HF #2 2 COMPLETE TRUSSES REQU I RED 1 t Webs 2x3 HF #2 :W1, W2, W7, W8 2x4 HF Std/Stud: Nail Schedule:0.120"x3", min. nails :W3, W4, W5, W6, M18 2x4 HF #2: Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 9.25" o.c. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Webs : 1 Row @ 4" o.c. bracing requirements. Use equal spacing between rows and stagger nails SPECIAL LOADS in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) grain required in area over bearings greater than 4" TC - From 90 PLF at -1.00 to 90 PLF at 0.00 TC - From 87 PLF at 0.00 to 131 PLF at 17.50 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC - From 131 PLF at 17.50 to 87 PLF at 35.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC TC - From 90 PLF at 35.00 to 90 PLF at 36.00 DL=4.2 psf. BC - From 7 PLF at 0.00 to 7 PLF at 35.00 TC - 417 LB Conc. Load at 27.04 Wind loads and reactions based on MWFRS. BC - 1733 LB Conc. Load at 19.06 BC - 336 LB Conc. Load at 20.94, 22.94, 24.94, 26.94 Provide lateral wind bracing per ITWBCG wind bracing details or per BC - 120 LB Conc. Load at 29.00 engineer of record. 2X3 studs require reinforcement at 70% of the BC - 114 LB Conc. Load at 31.00 33.00 length tabulated for 2X4 studs of the same grade. 6X10= Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X51% , z3x5 3X55 6 9-1-3 ' / W3 /W7 _- I 2 i 8 0-4-3 1 0-4-3 T 3X10(A5R) = 3X5= 2X4 III 2X4111 3X5= T18-0-0 L 8X8= 4X12(137R) 7 1-0-0 3X5= 5X5(R) III 1-0-0 6-2-5 J_ 5-7-13 . I . 5-7-13 J_ 5-7-13 . I . 5-7-13 �_ 6-2-5 9-0-4 -r 6-11-0 -r-3-1-8 "1- 6-11-0 -1_ 9-0-4 L. 17-6-0 J. 17-6-0 _1 E35-0-0 Over 2 Supports R=3468 U=186 W=5.5" R=4622 U=274 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. atD PROpk. Design Crit: IRC2012/TPI-2007(STD) 41 S PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.'A 8 6N S/ ( ) ( ) O Ff O OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-:,118 ••WARNIN61••READ NO FOLLOW AU.Nuns aN TRIS DRAWING! (6. 88294PE 9 TC LL 25.0 PSF REF R7175- 2317 _ 825 N 4th Ave,Cornelius OR 97113 ' IIPOItTANT•• FURNISH THIS DRAWING TO ALL CONThSCT8RR INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow BL the latest edition of SCSI (Building Cesponent Safety Information, by TPI and RICA) for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installersshellprovide temporary bracing hg per SCSI.llUnless noted otherwise. top chord shell have properly attached structural sheathing and Settee chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338280 A L.,_ ,I]I sections 83. B7 sr unas applicable. Apply plates dowing face of trussoand position as sten,above and on I SI the Joint Details. 1510.unless noted otherwise. Refer es toeeachsacof for standard ition positions. . Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT 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. t0 TOT.LD. 42.0 PSF SEQN- 30325 A..al en this drawing or Rawr pew lifting this dnwleg, metates sweeten*.of profosslan.l Ina.fi 4„,14,2.0. raepanalbllity*ally r the design sheen. The suitability and Los of this drawing for any stru"'etara IS engineering a 8351 Rovana Circle r«p.wlbllley of t,.Polleesg Designer per ANSI/I►I,a.e.2. 8@ ll Tar DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web site.: JREF- 1W6H7175Z21 ALPINE:wwes .alpineltw.cem; TPI: www.tpinst.org:RICA:www.shcindnstry.com; ICC: .iccsafe.org RWLwteral6/80/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - C ) Top chord 2x4 HF #2 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5 3X5 T 30::::0000000°.°." 3X54 3X50 1.5X4� � 1.5X4 h ilitr r 9-1-3 W3 - /111pNii,44441414441141414.... --16 - 4_18-0-0 1 3X5 5X7= -- 3X5 5X5(A2) = 5X5(A2) 11,J 11 'i 6-2-9 0-4 'Lr----- ;71-13 '_8-5-127-13 5-7-183-5-12-1- 5-71 13 9 0-4-2-5 L. 17-6-0 J_ 17-6-0 J 1< 35-0-0 Over 2 Supports R=1588 U=66 W=5.5" R=1588 U=66 W=5.5" RL=153/-153 Design Crit: IRC2012/TPI-2007(STD) �e�PROFS PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 ..; a Ag � GiN e• OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357..118 ••WM1 A1N0N 1•• NO sguog Au.ONT¢s ON THIS awlGGley TC LL 25.0 PSF REF R7175- 2318 82 lel 825 N 4th Ave,Cornelius OR 97113 "I� �" �AM T+ 1THIS xls DIMING lB Au caglNAerBlls INCLUDING tla INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /. tthe latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior DL 10.0 PSF DATE 12/04/17 o performing these functions. t Installers provide temporary bracing per BCSI. Unless noted otherwl se, tip hortl shall have properly attached structural sheaU,ng art bottom chord shell have a properly attached rigid ceiling. Locations allow for permanent lateral reatralnt of webs shall have bracing installed per BCSI c 7 C DL 7.0 PSF DRW CAUSR7175 17338273 ,4�� sections B3. B7 or Bio. as applicable. Apply plates to each face or trussand position as shown above and on 12/05/2017 the Joint Details, unless noted otlnenvlse. Refer to dle."s:"A_Z forta,Ward plate positions. BC LL Alpine, a tl,y,alon of I1W Bu,ld,no Cemppnm,te group Inc. shell net ba reapona,bl.far any dtinn: n from this OREGON 0.0 PSF CA-ENG BFR/RTT ti drawing, any failure to build the truss,n conformance with ANSI/191 1, or for handling. shipping, AN ITW COMPANY installation A bracing of trg.ses. n iy 14,0AP 0= TOT.LD. 42.0 PSF SEAN— 30377 A owl en this droving er sever page listing tills Ewing, Illelaates seasptnps N gfey y on engineering t responsibility solely for thedie design esig enema. TheISI Teltaelll.2 and use or this growing far any structure is the @ i'Tarts ` OUR.FAC. 1.15 FROM BB 8351 Roma Circle raapwlelelllq K the Building Designer Per ANBI/RI 1 fee.2. '� le Sacramento,CA 95828 Far more information see this Jobs general nates page and these web sites: ALPINE:wrw.elpineltw.com; TP1:www.tp,nst.org:tTCA: JREF- 1W6H7175Z21 db waw.sbelndustry.cem; ICC:www.ieesafe.org Renewal 8/80/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CHV ) Top chord 2x4 HF #2 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied pp per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss supports 200# mech unit; unit centered at 17-6-0; supported by for dead load is 1.50. BC; unit width 2-0-0; supported by 4 trusses. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W3X7 1.25 L 1.25 [18] W3X7 1.25 R 1.25 5X5= T 1.5X4 III 12 3X5 3X5 1.5X4 III 1.5X4$4 .• W41.5X4 g r 6 9-1-3 0-4-3 0-4-3 T �� l l '� 1,\ T18-0-0 1 3X7[11] = H0308= 3X7[18] 5X5(A2) = 5X5(A2) [1.1 [1 n1 , 6-2-5 11 0_ 3 5-7-13 ,1_ 5-7-13 11-3-11 5-7-13 >Ic 5-7-13 11-10-3 6-2-5 L. 17-6-0 T 17-6-0 -J I' 35-0-0 Over 2 Supports R=1638 U=66 W=5.5" R=1638 U=66 W=5.5" RL=153/-153 Design Crit: I RC2012/TPI-2007(STD) r EO PROs . PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 16.01,fi� �1._ .aarlptibn_`ps' OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ^WARNINGI•• READ Oto FOt1AW ALL NOTES pl THIS DRAWING! a 825 N 4th Ave,Comelius OR 97113 ••11IFORTANT•• FUNNIER THIS MORaINS TO ALL macrons INCLUDING THE INSTALLERS, , 9 TC LL 25.0 PSF REF R7175- 2319 Trusses require extreme care in fabricating, handling,shipping. Installing ash bracing.Refer to ash follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint or web.shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338271 ALPO sections 83. 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on I` IltJl-1'JI the'^i'tap:: t Betai I,•"::7171V71 ^lea,noted at„er,aae. Raf,r to,raa.g,,Bb„-=,eratanderd plate paaltiana. 12/05/2017 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine,a div:sl an of 171 Building Ccmperrnts Group Ina. .hell not be..setons,ble far any devfatlon from this failure to build the drawing,any fOREGON a atruss In conrormence with ANSI/TPI 1, or for handling, shipping, AN ITwtY)Mr3trw inetallaIon.braying of trusses. ys� yC TOT.LD. 42.0 PSF SEAN- 84233 A.01 an thio draping er°ever pow liming this amain,. Sndleates aa°aptonee of prefeesiwhal engineering V 44 0 responsibility solely far the design shawl. The suitability ash um of this drawing for any structure p la r [Y�4,�� 8351 Rovana Circle responsibility of en.!Wilding Dealg,yr par ANSI/TPI 1 s.s.=. *eel/Tar DUR.FAC. 1.15 FROM BB saorammto,CA95828 Far mora information wee this Job's gruel notes page and tile.e web altos: SPACING 24.0" JREF- 1W6H7175Z21 ALPINE:www.alpl rn:tw.can; TPI:www.tpl rnt.orq;WTCA:www.abcinduscrYcom: ICC:www.,eesefe.orp S SSratr.rwl suntbrM$t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - Cl ) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W5 2x4 HF #2: DL=4.2 psf. :W4 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7(R) Ill 1 .5X4 III 1.5X4 III T2 3X5 3X5: 9-1-3 3X5% 3X5 6 —1 6 W2 rj 00000000000.1r7 -8X814114= 1 /- 13 � +18-0-0 5X7=-: 6X8= 1 .5X4 III 5X5(A2) = 5X5(A2) 1-0-0 1-0-0 L 771318 -Jr. 7_3_� -11-4 7-3 -5-12 6-2-0 6-3-12 >Inc 6-10-4 6-10-4 1� 17-6-0 J, 17-6-0 7-3-8 7-3-4 _I_ 7-3-4 _I_ 13-2-0 35-0-0 Over 2 Supports R=1595 U=62 W=5.5" R=1593 U=63 W=5.5" RL=153/-153 Design Crit: 1RC2012/TPI-2007(STD) tEO PROs. 66 PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.,t_15_ ►pp,%, IP OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503 357-:.118 eelrPORTAgr;WARN aNG1• READ owlFOLLOW ALL CONTRACTORS was IS DRAWING, INSTALLERS. REF R7175- 2320 825 N 4th Ave,Comelius OR 9713 C� TC LL 25.0 PSF the :Sik. 'le est'eeditiooextreme SCSI(Building Compooneennt Safetyl 'Inforrmlation, by Telling and end MTCA)'fornsafettyapractices rprior �- DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide to porary bracing per SCSI. Unless noted otherwise, Adiihbl top chord shall have properly attached structural sheathing and bottom chord shall haws a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338277 rigid ceiling. Locations sheen for permanent lateral Int of webs shall have bracing installed per BC A��0 N sections B3. UI or 810, as applicable. Apply platen to each face of truss and position as„hewn above and on I -,:,::::-..,77,::::, he Joint Basalis, unless noted:::-raise. Beier to dam...„,soA-Z far 7-::,d Plate posiaens. 1 2/05/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine. .y failur of ITR ldLias..usspInscon Groan loci shell b.nor forlbaa for any deping,on tram this OREGON a h drawing, any failure build the Cru„„ In conformance with ANSI/TPI ,, or for heodll,g, sapping, TOT.LD. 42.0 PSF SEAN- 30378 AN ITW COMPANY In=ca iauon 6 bracing or fuss„. �ra- A Seel an this drawing or seder peg.listing this drawing. Indicates aaseptenoe of professional englndering �/_ vLY 14,28 rasponsibl Ilty solely far the design alvh. The awltabl Sty and use of this drawing for any structure Is the Y 8351 RovanaCircle responsibility of w„..ding Designer per AMBI/IPI,fees.. S•eH Tan OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information wee this Job's general notes page and theta web sites: SPACING 24.0" JREF- 1W6H7175Z21 ALPINE:wws.alpineitw.com; TPI:waw. hw tpinst.org;RICA: r.sbclndustry.coe; ICC:ewe.lccsafa.er. Ramhrs11i1Afl/2t19! THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CGE ) Top chord 2x4 HF #2 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M12 2x4 HF #2: DL=4.2 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the design. length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Truss designed to support 1-0-0 top chord outlooker span and Ce=1,10, CAT II & Pf=21.17 psf. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c NOTE: If wall top plate is not aligned with ceiling plane, wall along top edge.DO NOT OVERCUT. No knots or other lumber defects bracing must be provided to ensure adequate support. See IRC2012 allowed within 12" of notches. Do not notch in overhang or heel panel. sec. 602.3. Building owner or building design professional shall be responsible to retain engineer for wall/support bracing design. 5X5= 3X5% 3X5 f T 6;04•0000/°/°°1°111°14111°° r o. M12 I(a �, 9-1-3 1414444. 44 J 9 = 9 = - "III (�a( r//////////////////////////7//////////////////////////// ////////////////////////////////////////////////////// -18-0-0 1 3X5(A1) = 5X5= 3X5(A1) 1-.00 1-0-0 (. 17-6-0 I 17-6-0 I� 35-0-0 Over Continuous Support >1 R=121 PLF U=4 PLF W=35-0-0 RL=4/-4 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) "QO PROpFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.p�te, „diVri "ie OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-..118 •sWARNINDIsa AEBO Aso EOLLOM AU.IA1oEs ON TNI=LNAWIwI REF R7175— 2321 825 N 4th Ave,Cornelius OR 97113 as lroarAwre' FINNISH THIS wane To ALL carom-roes ow is IwwoINN TIE INSTALLERS. 9 TC LL 25.0 PSF Trusses reditio extreme care in fabricating,handling,Information,sriatin, Iy.WIl ind Aand TC)foins.etyer ac and/prior DL 1 0.0 PSF DATE 1 2/04/1 7 Cha Issesc eaiclen of emsl aBelni ng ricating, hardly g. by TPI and Nndl1)for safety prariot foprllow to performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling, Locations sham for permanent lateral restraint or webs shall have bracing installed per BCSI BC DL 7.0 PSF12/05/2017 DRW CAUSR7175 17338279 A L. N E sections 83. 07 or 610, es noted cable. Apply plates to each tees of truss and position as shown abets and on Ilul�II the Joint Details, vol ens rested otherwise. Refer to gs 1BOA-Z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/RTT Alpine, a division Or ITN Building Components Group Inc.int, shall not ha nor foribla for any deviation from thin OREGON drawing, any failure to build the truss in cenforrnce with ANSI/TPI 1, or handling, shipping, .g� AN ITW COAIRANY installation&breoing of trusses. 1w "10'14, w� fpC TOT.LD. 42.0 PSF SEQN— 30379 drawing mei en this drlsg er sever page listing this arming, ind ..esla. segeneNM e of prsianel engineering 4 0'14,'20 ell raepwalbl I Ity solely for the assign ehewh. The suitability nm use of this drawing for any structure is the 8351 Rovana Circle reepenelel I Icy of t,.Pal Wing Designer per ANSI/iel 1 Sean!, *lett Tan• OUR,FAC, 1.15 FROM BB Sacramento,CA 95828 For more information ass this Job's general notes page and these web sit«: SPACING 24.0" J REF— 1 W6H7 1 7522 1 ALPINE: waw.alpineitw.eon; TPI:wew.tpinst.org;WICA:aww.sbolndustry.aoe ICC:waw.lcesafe.org Renewal 6/80/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - BGE ) Top chord 2x4 HF #2 120 mph wind, 20.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed to support 1-0-0 top chord outlooker span and factor for dead load is 1.50. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c Truss designed for unbalanced snow load based on Pg=25.00 psf, along top edge.DO NOT OVERCUT. No knots or other lumber defects Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= 6 1 i 1111111 i I 6 i i i N 5-1-3 1 il i i KW Q 0 [} Q {} Q {] O II {} {} _40i1_18-0-0 i 2X4/(//////////////// ///////////////7( 1) 1-17o-52.1 u-o-J I_ 9-6-0 _1_ 9-6-0 J 1 19-0-0 Over 2 Supports R=230 PLF U=7 PLF W=5-2-8 R=230 PLF U=7 PLF W=5-2-8 RL=17/-17 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) CEO PROFFO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .v..414617111%,"9: OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-.,118 "WARN!NG!"READ PAD FOLLOW AU.NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" u FURNISH THIS DINNING TO AameemiN INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 2322 MIIII"1P • , Trusses require extreme care In fabricating, handling, shipping. install) and bracing. to the latest edition of SCSI Builds installing nRefer en and tel (Building Component safety Information, by TPI and MICA)for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, tap chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations sham far permanent lateral restraint of webs shall have ed bracing installper SCSI 12/ 5/2017 DRW CAUSR7175 17338269 All ,L- 9[1 , 0 N sections 83. or as otother. Apply, plates to each face of trussand position as itis"above and on Ilul- I I the JointDetails. unless noted rttarwlpe. Referto drawingsshall 1not afrepondardsibl plate the positions, BC LL 0.0 PSF CA-ENG BFR/RTT p Alpine, a division of ITw Building Components Group Inc. not be responsible for any deviation from this OREGON 4 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITNCOMPA.NY Installation A bracing of trusses. ' w db t TOT.LD. 42.0 PSF SEAN- 30380 te A'eel en this drawing; pa Y or ewer e lifting this Swine, Indicates sesof professionalaptgeprofessional engineering G l'Y 14m Z6 rsspnnsiblllty solely for the design.heel. The suitability and se,of this drawing far any structure Is the 8351 Rovana Circle r..pes.lblllty of the Building Designer per mourn.'1 Ses,E. ' $ell Tan ` DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general ,ones page and thee.web sites: SPACING 24.0" JREF- 1W6H7175Z21 ALPINE: aww.elpineite.eom: TPI:eww.tpinst.org;WTCA: www.sbclndostry.oee: ICC:ewe.iccsaf..org Renewal 6/80/2018 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - B ) Top chord 2x4 HF #2 120 mph wind, 20.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1 ,5X4 4. 1 .5X4 6 . —1•� 6 5-1-3 x! 18-0-0 / 3X7= 3X5(A1) 3X5(A') 5-0-4 4-5-12 4-5-12 5-0-4 9-6-0 9-6-0 L. 9-6-0 J, 9-6-0 J Ec 19-0-0 Over 2 Supports R=901 U=39 W=5.5" R=817 U=30 RL=77/-81 Design Crit: IRC2012/TPI-2007(STD) _Ito)PROA-F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►►` 67711%, /.. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-:.118eewARNINGIwe halo Nm FOLLOW ALL NOTES ON 11115 DRAWINGI REF R7175- 2323 825 N 4th Ave,Cornelius OR 97113 ee IIPORfANDRAWINGRAleA ree FURNISH THIS DRAWING TO ALL CONICIDRS INCWDINO THE INSTALLERS. TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping. installing and bracing. Rarer to and follow fir the latest edition of BCSI (Building Component Safety information, by TPI and NTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide tenporerr bracing per SCSI. Unless noted otherwise. cop chord shall have properly attached structural sheathing and bottom chord shall have.properly attached BC DL 7.0 PSF DRW CAUSR7175 17338268 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per Bell A,S P1]NI- ' ,—' the sections BJ. 87 or uno. es applicable. Apply plates to each face of trussand position es show above and on 12/05/20 17 I11 I the in, Details. unless Builoted otherwise.Compo Refer Inc.drawshe 1l not arpandardonsibl plata any s. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, .division of ITN bu Bdthe g Components group Inc. shell not b.responsible for any dppinglM from this OREGON inning, any failure go build the trues In conformance with ANSI/7P1 ,,it for handling. shipping, Ga G TOT.LD. 42.0 PSF SEAN— 30381 AN ITW V COMR4Ninstallation trusses.A bracing it cruss. V_ /y Of anyw Amid en this brewing or ewer peg.I Isting this drawing. Malawian seeepsaoaa of prefswlonsl engineering 4 lY 14,2 g/ rsepensiblllty solely for r design shown. The suitability end use of this drawing structure Is 8351 Rovana Circlerespenslbilley er she Bel(ding Designer par NRI/TI T..e.z. 8$e 11 Tan OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information se.this Job's general nota page and the.e web sites: SPACING 24.0" J REF- 1 W6H7 1 7522 1 ALPINE: ww.alpineitw.eom: TPI:aww.tpinst.org:NTCA:wwe.sbcindustrr.com; ICC:wwe.iccsafe.org Renewal 6/80/4018 s; ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x6 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Provide lateral wind bracing per ITWBCG wind bracing details or per anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC engineer of record. 2X3 studs require reinforcement at 70% of the length DL=4.2 psf. tabulated for 2X4 studs of the same grade. Wind l See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind designoads and reactions based on MWFRS with additional C&C member bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor load applied percked IRC-12rsectionpsf 301.n5. concurrent bottom chord live for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, (*) Provide lateral bracing for inset member. Attach nailer Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5 6 rel. I il 3X74 d j W d , --76 4-5-11 : : T2 W1 (*) 0-4-3 Illbm 9-0-0 2X4(A1) = 1.5X4(**) III 3X5(A1) l<1' LecLe 5-6-0 >=1< 11-0-0 1 ' >i 1"` 11-0-0 ,I< 5-6-0 'dI 5-6-0 L 5-0-3 I 3-2-13 I 2-2-14 0-6-I f< 16-6-0 Over 3 Supports yl R=447 W=3.5" R=814 U=5 W=5.5" R=746 W=5.5" RL=75/-75 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) itsD PROp. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P'! ‘v `rtP .0G CF. /OZ OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss 825N4ponentsofOregon (503)357-1.118 '�WARNINsl*•Melo no FOLLOW ALL NOTES ON mis CRANING! TC LL 25.0 PSF REF R7175- 2324 825 N 4th Ave,Cornelius OR 97113 as IMPORTANT• FUN'IEN TRIS DIMING TO ALL CI NIN11tTDI6 INCLUDING TNF INErnu,ENs. �� 88294PE _ Trusses require extreme care in fabricating, handling, shipping, Installing and bracing.Refer to end follow 7/ the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior ,.../..- DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers 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 BC BC DL 7.0 PSF DRW CAUSR7175 17338276 ,4�� sections B3. B7 or B10, as applicable. Apply plates)to each face of trussend position as shown above end on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for tandard plate positions. 12/05/2017 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 RTT/RTT drawing, any failure to build the truss in conformance with ANSI/7P1 1,or for handling, shipping, AN ITW COMP&NY installation A bracing of trusses. 13 'V C TOT.LD. 42.0 PSF SEQN- 30331 A swl Na this drawing of cover pyo Hating chin drawing. Indlatw amwpta ne of M'Mawalenel MMIP plerleg vLY 14,2° 0 respamslblli y »"Sawn,. The solubilityand lee of anis clueing any structure is the hwDUR.FAC. 1.15 FROM BB 8351 Rovana Circle t..palsllley x Building NoiIolDesigner per ANEw GI/TPI t a.2. Tan a Sacramento,CA 95828 For more information see this Job'sgeneralb motes page and these easites: SPACING 24.0" ALPINE:www.elPineltw.eon;TPI:wwn.tpinat.orp;OTr/1:www.abelnduatry.con: ICC:wwg .iccsafe.orJ REF- 1 W6H7 1 7522 1 6, Renewal 6/90/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - E ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= n ' 1 .5X4iepr Ni1411,1 1 5X4 6 : 6 4-5-11 d/o MI NM 9-0-0 L 2X4(A1) = 3X5 3X5= 2X4 Al) 1.„,1',Ic 5-6-0 ›J‹ 11-0-0 ,I,1'J L c 4-4-12 5-8-3 .7_3-10 I`J_ 3-10-4 5-8-3 5-1-11 3-10-4 L 4-4-12 I 1, 8-3-0 I 8-3-0 16-6-0 Over 3 Supports >01 R=268 W=3.5" R=798 W=5.5" R=534 W=5.5" RL=75/-75 Design Crit: IRC2012/TPI-2007(STD) CEOPROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.' * Ssj OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-:.118 eeWARNINGIw• READ AND MOD ALL NOTES ON TSIs DRAWING! �(y� �G f� �Z TC LL 25.0 PSF 4th 1 •sI rANTss FURNISH THIS OWING m ALL CONTRACTORS INCLUDING flea:INfTALLFAS. 825N4 Ave,ComeliusOR 97 13 Trusses require extreme Gere In fabricating, handling. shipping, installing and bracing. Rorer to am.allow 83294PE 9 REF R7175- 2325 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior SG / DL 10.0 PSF DATE 12/04/17 to performing thane functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, ,Aihtop 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 911811 have bracing installed per BC- BC DL 7.0 PSF DRW CAUSR7175 17338274 ,4 r �� sections B3. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/20 1 7 II 1,—' 1 the.blot Details.unless noted athar,eisa. Refer to draml,gs,ROA_Z Tar standard pl.te positions. BC LL 0.0 PSF CA—ENG BFR/GWH I Alpi .. a dlvi Sion of ITN Bul lding Campw18nts Group Inc. shall rot a responsible far any deviation Pram this OREGON . drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling. shipping. AN ITw CDMtYtNY installation A bracing of trusses. 1 C TOT.LD. 42.0 PSF SEAN- 117022 A seal ea this drawing er cover page lifting this drain,. Indieates easeptMNle s►pr.Aealenal engineering 'Ito 14,20 • res 8351%Nana Circle responsibiiittyy solelytfor lldinng�i�per AN 111 1 Ssuitability and me of this drawing for"y`trn`ONa I.the 4.4WAS Tao • DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information s..this Jobs general notes page and these web sites: W ALPINE:wmw.alpineitw.com:TPI:eww.tpinst.org;RICA:www.sboiedsstry.com; ICC:wrw.Ionnafe.org SPACING 24.0" J REF- 1 W6H7 1 7522 1 Renewal aT80/211 to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - El ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 4X5 Mg r 6 1.5X4$ 1, 4 5Xlir �� x 6 3X5% 4-5-11 0-7-15 mme aiLIS _9-0-0 i 5X5(E1) = 3X5.-- 3X5 X5=3X5= 2X4 Al) 1i 4-10-8 11-0-0 >I<1'� 3-9-4 3-10-4 3-10-4 4-4-12 I.` 5 0-11 'r 5-1 11 5-g-3 7-7-8 8-3-0 k 15-10-8 Over 3 Supports R=153 R=807 W=5.5" R=529 W=5.5" RL=66/-65 Design Crit: IRC2012/TPI-2007(STD) ,itep PROF PLT TYP. Wave FT/RT=2% 0% /4 0 15.02.' T- G S-1,0 OR/-/1/-/-/R/- Scale =.375"/Ft. Tnass Components of Oregon (503 357-:.118 •'wNVINGIee Melo AND FOLLOW ALL NOES ON TRIS DWINSI (� 1. TC LL 25.0 PSF po "IINONTANrma FURNISH THIS AWING T1 ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 825N4thAve,ComeliusOR9713 �i 9 REF R7175- 2326 Trusses require extreme care In fabricating, handling, shipping. Installing end bracing. Refer to and fellow /i. DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI(Building Component Safety Information, by TPI a LICA) for safety practices prior i• /- to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, tap chore shall have properly attached structural sheathing and bottom chord shell have a properly attached r/ BC DL 7.0 PSF Olggihk rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC DRW CAUSR7175 17338275 ALPO N sections 83.Details, Sr PIP, as applicable. Apply plates to each face of s end position te ao shoed.Dove and on 1 2/05/20 17 thein. odivisi unless ITN nates otherwise. Refer up drawings,eno_x a for standard place positions. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. a y failure of Ubu build hinget Comtruss In nts group Inc. shall not b.nor for for any deviation from this OREGON ental , any&b arm go faire see truss in confor.ence with ANSI/TPI 1, or nor handling, shipping, � TOT.LD. 42.0 PSF SEM- 117021 AN ITW COMPANY Im[al lotion i bracing or trusses. .I� q- A mei on nnls greeting or aster peg.listing this droving, Indigenes aaapt.neo of pref s.l.Ial engineering rC vW 14,200 to respons 8351 Rovana Circle reepen.lbl I wy solely for Ino g Designer design per ANSI/TPItY1 _and,,..of MIs dressing for any structure Is the �$e J�Tat''` DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z21 ALPINE: www.alpi nofcw.con; TPI:wmt.tpieet org;TCA: eww.abelnanstry.o.e; ICC: wea.iccsafe.org • Renewal 613012070 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - DGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the design. length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 4X5 P 6 1--- 6 3-1-3 0-4-3 i Q wsi _j__0.4- 9-0-0 i ///////// ///////// 2X4(A1) - 2X4(A1) - L, 5-6-0 J, 5-6-0 J E11-0-0 Over 2 Supports >1 R=284 PLF W=2-8-8 R=284 PLF W=2-8-8 RL=20/-20 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) S°PROOF OS PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.P�� . r EN & di OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •'WARFINGI•• READ AND DELON ALL NOTES ON MS DRAWING! 4ireAMIA TCLL 25.0 PSF REF R7175- 2327 _825 N 4th Ave,Cornelius OR 97113 ••IIPORTANT•• FURNISH THIS OWNING TG ALLCONTRAORS INDING TIE INSTALLERS.Trusses require extreme c re in fabricating, handling. shipping. Installing and bracing.Rerer to and follow the latest edition of SCSI (Building Coapenent Safety Information, by TCI end NTCA)for safety practices prier DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide teaporary bracing per SCSI. Unless noted otherwise, — Biliihki top chore shell have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing installed per SCSI BC DL 7.0 PSF1^/OC/^017 DRW CAUSR7175 17338272 ,4�� sections 83. 87 or Bio, as eable. Apply plates to each face of truss and position as shown above end on G J O 7,::::7::::::,0.71,7.".7.7::—"— Neter to drawings 1eeA_Z far sponsibl plate ny de iati BC LL 0.0 PSF CA-ENG RTT/RTT anyfailure truss nscon croup Inc. shall t a nor forlble for any epping. n Tran this OREGON drawing, failure to tel the in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMRl1NY instal lotion A bracing of trusses. /3 T�,LP 14,sO Q TOT.LD. 42.0 PSF SEQN- 30334 A seal an thle drawing er mover Ow lifting this dinning. Indleet..ayeesteaas.f professional Ineerl f respan.ibllity solely for the design shown. The suitability and mss of this droning ler any.til ar.Is"tthe 8e 11 Tan.A OUR.FAC. 1.15 FROM BB 8351 Rovana Circle respsoNbl l ley of tli.Sill idIng Ds.lgner per NISI/TPI 7 fw.2. Sacramento,CA 95828 For more infermet WIon e..this Job's general notes page and these web alta: Renewal& �� SPACING 24.0" JREF- 1W6H7175Z21 ALPINE:way.alpineitw.com; TPI:www.tpi,at.org;NTCA;w .sbcindustry.com; ICC:www.iccsafe.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EJG ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 plf at -1.00 to 72 plf at 1.85 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 8.00 DL=4.2 psf. BC- 25.53 lb Conc. Load at 2.00 BC- 41.83 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 114.36 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. R=148 6 *18-11-12 1 1-3-4 Mr- _ 18-0-0 If 2X4(A1) Lc 1' ›i-,- -1-10-3 >I< 6-1-13 >1 l< 8-0-0 Over 3 Supports >I R=186 U=20 W=5.5" R=114 Design Crit: IRC2012/TPI-2007(STD) E3 PROpe.�� PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .P t eel �9• OR/-/1/-/-/R/- Scale =.5"/Ft. Truss N 4th Avers of Oregon (503)357-'_118 et FURNISH•READ AN NGLLDN All NOTES BN TN Is LU ING REF R7175- 2328 8ss N 4th Ave,Cornelius (03)3 rei�omiwr' s rN THIS WANING To Ash ppinES EN l l ing end THE INSTALLERS. TC LL 25.0 PSFTrusses rewire extrema care In fabricating,Mfety l shipping, y TP1 ng a,d bracing.Rorer co ane rasa. DL10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Canponent Safety Information, by TPI and WSCA) for sefety practices prior „,,„ ;;;;Nikiel [o performing these functions. tInstallers shall provide temporary bracing per BCSI, Unless noted otherwise• - ap chord shell have properly attached structural sheathing and bottom shard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Shan BC DL 7.0 PSF have bracing Installed per SCSI DRW CAUSR7175 17338267 sections B3, B7 or B10, a applicable. Apply plates t each face of truss and position as shown above and on 12/05/2017 � the Joint Details, unless tea otherwise. Refer[e drawings 1 ..z1[L O]�N a 00A_Z for standard plate any OREGON BC LL 0.0 PSF CA-ENG BFR/RTT s. Alpin.. .division of ITV Building Components Group Inc. shall t he responsible for any awlatim from this drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, .g� AN ITWCOMFANY installation A bracing of trusses. 11.L 0s /fit TOT.LD. 42.0 PSF SEAN- 30384 A awl this drawing or sever a listing this drawing, malate,aeeaptaaso a of profslonal en/lowering 4�, lY 14,Z� fes/ w r..ponsibility solely far Ma dodos Moan. The suitability and hove of this droving for any structure is the 8351 Ravens Circle 1a.pen.lblllty of the Building Designer p.r ANSI/TPI 1 See•2. $ell Tan- OUR,FAC. 1.15 FROM BB Sacramento,CA95828 Far more informto.coeMian sae this st o general antes page.,d these web alta:: g Renewal 6/30/2018 SPACING 24.0” JREF- 1W6H7175Z21 a ALPINE:www.elpinel M.eam;TPI: www.tpinst.or9:WTCA:www.Sbcindustry.<m; ICC:www.iccsafa.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EJ1 ) Top chord 2x4 HF #2 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 11 R=131 U=13 +19-11-12 r 6 2-3-4 Irl18-0-0 i 2X4(A1) L 1 ' >1---' 3-10-3 I< 4-1-13 =1 Ec 8-0-0 Over 3 Supports R=286 W=5.5" R=113 RL=48 Design Crit: IRC2012/TPI-2007(STD) CEO PROp TYP. Wave FT/RT=2%(O%)/4(0) 16.01.ft B� r _ X4 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-2118 "IMRNINGI"READ AND FOLLOW/ALL NOTES OR THIS mem 'L REF 871 75- 2329 825 N 4th Ave,Cornelius OR 97113 m•IwBmANr•• FURNISH THIS DONNING TO ALL eDN1BAcraNs INCLUDING TME INBTALLEBs. 9 TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing end bracing. Refer to end follow 1e the latest edition of SCSI (Building Cempo,enc Safety Information, by TPI and lTCA) for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. cop chord shall have properly attached structural sheathing end bottom chord shell have a properly attached l rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF ,4�� sections BS, ST or 810, as applicable. Apply plates to each face of cru end position as shown above and on DRW CAUSR7175 17338281 the Joint.Details. unless noted Otherwise. Refer to drawl 12/0��2017 O ng,lRDA_Z for plate nmal`l'et. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a y failure of ITB Building truss croup Inc. shall not be responsible/or any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for ENVhaMllrg, shipping, d(� AN ICOMPANY instal lotion A bracing or trusses. QIP '7 e t TOT.LD. 42.0 PSF SEAN- 30385 A sesl m this drwleg Sr cover pegs listing MIs drawing, Inlets.aesaptenee of prefesslanal engineering LY 14,mjG �� responsibility solely for the design sheen. The sultabliity and use of this drawing for my structure is"the ell Tao OUR.FAC. 1.15 FROM BB 8351 Rouses Circle reponsibi l ity of the Building Designer par ANSItTP1 1 S . �s Sacramento,CA 95828 Far more is neetT '.ee thin st: general nates pege and these web antes: g Renewal 8/3012078 SPACING 24.0" JREF- 1W6H7175Z21 ALPINE: www.alPinaitw.eon: TPI:www.tpinst.org; MICA:www.sbeindustrY.<ow; ICC:www.l ccsefa.or • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - EJ2 ) Top chord 2x4 HF #2 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. X °I.:'1 20-11-12 R=188 U=27 T 6 0 0 i r i• 3-3-4 i J *18-0-0 i 2X4(A1) = lac 1 ' >L 5-10-3 >Ic 2-1-13--->1 Ec 8-0-0 Over 3 Supports >1 R=362 W=5.5" RL=69 R=120 Design Crit: IRC2012/TPI-2007(STD) CEO PROOFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.►r,,A dtWF 'Pt, OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503 357-:.118 "WARN!NM•• READ ARD SOLLD=ALL ROTES DR nuts DRAN)NGi �� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 9713 ••iMpoRTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. 83294PE y REF R7175— 2330 __— Trusses require extreme care in fabricating, handling,shipping. installing and bracing. Refer to and follow DATE 12/04/17 tla latest edition of PCS' (Building Component safety Information, by TPI end MICA)SI for safety practices prier ' DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, cop engird shall have properly attached structural sheathing and attached chore shall have.properly actacn7.0 PSF DRW CAU$R7175 17338278 rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 12�05�2�17 A�P0 N E sections BD B]or unless as applicable. Apply fleets co wenn face truss end position as shown above and an to Joint Retails, of IT nBted otherwise. Refer Inc..lngssha,Snot=far spondardsibl plate positions. BC LL 0.0 PSF CA—ENG BFR/RTT Alpin., a division of ITA Building Components Group Inshall net aaponelble for any deviation from this OREGON drawing, any failure to build tm truss In conformance with ANSI/TP' 1, or for handling, shipping, AN ITW COMPANY Inote li.tlon A bracing of trusses. Mn` �► TOT.LD, 42.0 PSF SEI)N— 30386 A sash on this drwlro of..our page listing this drawlry mhriww aw.pe•n.•of proh.si•na1 engineering 4 lY 14,2O tee 8351 Rovana Circle responsibility w tate wit Building Dethe iig"igeper Ai The 1bSSS...i.2 end Be.of`""•rwinp for soy.erlrwre Is the $°ell Tar DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For ware inforts.co atlon.e. .tp st.o general nevus Page and these web elves: SPACING 24.0" JREF— 1W6H7175Z21 * ALPINE:www.eipinwitw.edn: TPI: www.tpinst.org:MICA:www.am lrWustry.cnwn: ICC:www.iuufs.org Renewal B/�/�18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - A ) Top chord 2x4 HF #2 120 mph wind, 20.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W1.5X4 S 2.25 4X5 III idi ill •11 4-4-3 i NJ'' 18-0-0 f 1.5X4[9] III 2X4(A1) l< 1 ' I' 7-9-4 '212 71 Fc 8-0-0 Over 2 Supports R=431 W=5.5" R=336 U=33 RL=93/-22 lop PROF Design Crit: IRC2012/TPI-2007(STD) Fop PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,<<<Stf _+x' 714%,% OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-:.118 "WIUININGI"READ MO FOL10 ALL NRTES a THIS DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 ee I1FORTANTaa FURNISH THIS DRAWING TO ALL CCWTRACTeRS INCLUDING TIE INSTALLERS. REF R7175- 2331 Trusses require extreme cera In fabricating,Safety I ormetishipping, installing end bracing.Rarer to and follow /- DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Coors she l racy I.tea,pClen, by TPI dna DMA)SCSI ror epractices prior to performing these functions. [Installers shell provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shell have a properly attache, BC DL 7.0 PSF DRW CAUSR7175 17338266 rigid ailing. Locations Sham for permanent lateral restrain.of ween shell have bracing Installed per SCSI A -l]N re sections B3. ai or as applicable. Apply plates to each face of truss and position as Shaw above end on 12/05/2017 IIIILLIIlUU-JJI the l Jn, Details,unless noted otherwise.Colpo. is Group up drawings l not a respondardsibl plate any devias. tion BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITN Building g Comtruss in Group Inc. Shall not b.responsible forlhan for any appinglan from this OREGON Inswing, any failure to build she vasa in conforrnee with ANSI/TPI 1, or handling. shipping, ' LR/ a G TOT.LD. 42.0 PSF SEAN- 30387 AN ITW C.OMR4NY Instal lotion a bracing or trusses. V_ A Noel en this drawing Sr Geyer pogo Slating this drawing. 111/leatss.waptenee of w.Mslenol engineering ( LY 14,20 rsepwsresponeIbIllttyy of a:lyl l I.ng she design Moan. par ANSI/The I►I1Yali and 1,.e of this drawing for my structure Is the **en Tar's DUR.FAC. 1.15 FROM BB 8351 Rovana Circle Sacramento,CA95828 Far more information arca this Jobs general nates page and thane web sites: SPACING 24.0" JREF- 1W6H7175Z21 ALPINE: www.alpineite.eon: TPI:wwv.tpinst.org: WTCA:wea.sbelndustry.cow: ICC:waw.leesefe.org Renewal 8/80/2018 aI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - AG ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 plf at 0.00 to 72 plf at 8.00 BC- From 7 plf at 0.00 to 7 plf at 8.00 120 mph wind, 20.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 816.86 lb Conc. Load at 0.56, 2.56, 4.56, 6.56 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 5] W4X8 S 4.25 [ 6] W4X8 S 1.25 [10] W4X5 2.00 R 2.00 1 .5X4 III P s � 4X8[6] I ti, 4-4-3 1/1 ■ 74 +18-0-0 4X8[5] III 4X5[10] 4X5(A1) 4-0-0 3-10-4 1 12 4-0-0 4-0-0 8-0-0 Over 2 Supports R=2169 U.105 W=5.5" R=1733 U=88 Design Crit: IRC2012/TPI-2007(STD) CEOPROpz.. PLT TYP. Wave FT/RT=296(096)/4(0) 16.O1.ff.' f�PJ E % OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ”WARNINGMONISM MO sonar ALL ONOTESNMA ON THIS DRAWING! !(e 83294PE�� ik TC LL 25.0 PSF REF 87175- 2332 825 N 4th Ave,Cornelius OR 97113 '•IrpOmAsr•• suwlsx TM's DIMING TO ALL eosrsAcrass INCILDINg THE INSTALLERS. (v Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow jk �. - - DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building CSafety Information, by TPI and NfCA) for safety practices prior to performing these functions. lnstell tern srshall provide temporary bracing per SCSI. unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338270 �� tions B3, B7 or 810• as applicable. Apply plates to each face of truss and position as shown above end on A ILP the Joint Details,unless noted°thornlike. Refer to drawings 180A-Z forstandard piste positions. /� ' �f Alpine, a division of ITN Building Components Group Inc, shah t be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW CDMR4NY installation bracing of trusses. a TOT.LD. 42.0 PSF SEAN- 30398 A awl en this arming of sever pope listing hale Owing, Indians..sbsys Apr ef Bfefessionsl engineering ICY 14,2 0 8351 Rovana Circle responsibility et tthe Raiidling the design per ANSI/ TPI I I5.e i and""of this tlrwing for any etnmsure Is the $Self Ta::."' rad t DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For,ore information see this Job's general notes page and these web sits.: SPACING 24.0" J REF- 1 W6H7 1 7522 1 ALPINE: wwa.elpineltw.com; TPI: www.tpinst.org:%TCA:www.sbeindustry.ew; ICC: eec.iecsafe.org Renewal 8/30/2018 R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - SJ1 ) Top chord 2x4 HF #2 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6 p— R=36 U=6 li( 18-11-12 1 1-3-4 i-@ 40_18-0-0 Y 2X4(A1) = R=25 Lc 1' —1-10-3�= 1-11-4 Over 3 Supports R=193 U=4 W=5.5" RL=27 Design Crit: IRC2012/TPI-2007(STD) $A PROFFS ' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.�<<..v 4.1 1'7�,S/. OR/-/1/-/-/R/- Scale =.5"/Ft. Tmss Components of Oregon (503)357-:118 ...WARN!Nal.*ITEM No FOLLOW ALL EMS ON THIS ORMINCI 825 N 4th Ave,Comelius OR 97113 aw IIIPOIRAWrw• FURNISH THIS mann TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 2333 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing.Refer to and tel �. DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. fop:bora shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 17338265 ,4 �� rM.l sections B3. B7 or B10, as an applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 the Details,unless noted otherwise. Refer to drawings,BOA-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/DTT I , Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this OREGON drawing,tallany A b failure to buildru the truss in canforav,ce with ANSI/TPI 1, or for handling, shipping, wlY 14,20� TOT.LD. 42.0 PSF SEQN- 30391 AN ITW C.OMR4NY Instal Iaclon a bracing or trusses. A sw1 en this drawing or ewer pegs listing this drawing. Indiastw swa►tanee er grefsaslmal engineering - 8351 Rovana Circle rr sIbi I Ih of tly for the design he Building Ighar per Mel/lii 1 S is=saw use or this drawing far any structure is w �'seil Tar's DUD.FAC. 1.15 FROM BB Sacramento,CA95828 Far more information ties this Job's general ,area pege and rheas web alta,: SPACING 24.0" JREF- 1W6H7175Z21 g ALPINE:rww.alPinalcr.eam;TPI:www.tpi nst.orq;MICA:wvw.sbelndustry.ram; ICC:www.leeesfs.orq Renewal 6/30/2018 TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - SJ2 ) Top chord 2x4 HF #2 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=106 U=17 6 Y 11 41_19-11-122-3-4 oigrig0000000001 / -11 4_18-0-0 R=42 U=3 2X4(A1) 1 ' ›Lc---1-11-4—›-L-2-0-7-3.-1 H3-10-3 Over 3 Supports ,d R=234 U=1 W=5.5" RL=48 Design Crit: IRC2012/TPI-2007(STD) 0DPROFS PLT TYP. Wave FT/RT=2% f,, (0%)/4(0) 16.01. ,, a�/,�j ,ir� S>. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "'MANNING'H READ ANTI NG TO ALL MITES a This INCLUDING I N REF R7175- 2334 8ss N 4th Ave,Contours ( 03)3 meIM+ORfAN"' FURNISH"'R A DRAWING FO Te ALL CONTRACTORS ON ISCDRAWIN T1E INSTALLERS. Ni TC LL 25.0 PSF 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 tTCA) for safety practices prior �� : DL 10.0 PSF DATE 12/04/17 co performing these functions. Installers shall provide temporary bracing per BCSI. unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent I I int of webs shall have bracing Installed per BCS DRW CAUSR7175 17338264 A LP0 N E sections 8D a]or B10unless as applicable. Apply plates to each face Corns and rd plate position as shown above and on 12/05/2017 17 ' O the Joint Details,unless mated otherwise. Refer to drawings l not for standard plate any deviation J G 1 BC LL 0.0 PSF CA-ENG BFR/RTT Alpine,a y failure of ITR Building truss croup Inc. Shen t be for for n for any Aviation frm this OREGON drawing,any fellate go brill the truss In conforrnce with ANSI/TPI ,. or far handling, shipping. G TOT.LD. 42.0 PSF SEAN- 30392 AN ITW COMPANY installation a bracing or tronas. /Vy A owl en this drawing M ester pope lifting this drawing, Indicates sweetens*of prsfaesienal engineering �4 441/14,20 111 responsibility solely for the design slow,. The suitability and iso of this drawing for any structure is theell Tan 8351 Rovana Circlersspensl hilltop of the building Designer per ANSI/TPI T aaw.2. �eDUR.FAC. 1.15 FROM BB Sacramento,CA 95828 Far more Information see this Jabs general notes page and th.se web sites: SPACING 24.0" JREF- 1W6H7175Z21 + ALPINE:www.alpineicm.eam: TPI:aw.tpl,nt.org:BTU:wem.abelndustry.com: ICC:aww.icesafe.org Renewal 8/20/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - SJ3 ) Top chord 2x4 HF #2 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=165 U=27 ' _40 6 � 20-11-12 3-3-4 l 1-1A( 8-0-0 R=116 U=17 2X4(A1) Lc 1 ' SIE 1-11-4 )J c 4-0-7 71 Fc 5-10-3 Over 3 Supports '1 R=246 W=5.5" RL=69 Design Crit: IRC2012/TPI-2007(STD) 'EO PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. %1i OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 .9VARNINGl ew NEM AND FOLDS ALL toms ON THIS DRAWING! 825 N 4th Ave,Comelius OR 97113 "IMPORTANT*. FISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. MeiAl TC LL 25.0 PSF REF R7175- 2335 Trusses rewire extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety information, by TPI and wTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 to performing these funetlona, tlnaGllers atoll provide temporary bracing per SCSI. Unless rated otherwise. , 01111161 cop chord shell have properly a techetl atructurei shmathing eM bottom chard atoll have a properly etteeMtl rigid tellpg. Lecationa:hewn far permanent lateral r.atrelnt of webs shall here bracing Inatailed per BGS BC DL 7.0 PSF DRW CAUSR7175 17338282 sections B3, DT or Bio. asapplicable. Apply plates to each face of tr. and position shown above and on 12/05/2017 All O�{J^ Joint Details, unlessnoted otherwise. Refer to drawings,BBA-:for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT f=1II Lr' I �l Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON xi drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW CAMR4NY installation A bracing of trusses. I C. TOT.LD. 42.0 PSF SEQN- 30393 A seal as ti.ls drawing w owner pap hating this arwla.. Ishlw w of this drawing structure engw�i.npgie 4 LY 14,20 responsibility Ity or elyv.a for the design sheen. The irritability **ell Tah DUR.FAC, 1.15 FROM BB cra ento,C 9582 reepeaslbl I Ity or the Building Designer per ANSI/PI T Sees, Sacramento,CA 95828 Far more information see this Jabs general note`page and these web site`: SPACING 24.0" JREF- 1W6H7175Z21 ALPINE:wrw.elpineltw.eon; TPI:www.tpinst.org:NTCA:mwe'.abcindustry.Com: ICC:sw.leesefe.org Renewal 6/30/2018 a �1' -r - "lei f, — - -1i''' 1 , a I i ,E,- .,.r;,j p?-s:, 'I Pa : H w:,t. 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