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I l i 1 1 PAGE NO 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W97175Z0727090912 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0916099--JT ROTH CONSTRUCT I ON -Medallion taws lot 8 -- VERIFY T I GARD, OR Model Code: IRC Truss Criteria: I RC2012/TPI-2007(STD) , o PROP . Engineering Software: A l p i ne proprietary truss analysis software. Version 16.01. � S: Truss Design Loads: Roof - 42 PSF 9 1.15 Duration �•' a G%NF p Floor - N/A 19575 F� 7 Wind - 120 MPH (ASCE 7-10-Closed) .,+ /- i Notes: 10/,7/2016 OREGON 1. Determination as to the suitability of these truss conponents for the 0 .j structure is the responsibility of the building designer/engineer of '4�'^•20,19 �P record, as defined in ANSI/TPI 1. OLD W.N 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Garold tem Details: BRCLBSUB-12015EC1-GBLLETIN-GABRST10-HIPFRANE- Subnitted by GM 09:05:20 10-27-2016 Reviewer: BFR $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 67417--OG 16300050 10/26/16 39 67455--C 16300047 10/26/16 2 67418--NG 16300083 10/26/16 40 67456--C1 16300034 10/26/16 3 67419--N 16300078 10/26/16 41 67457--C2 16300061 10/26/16 4 67420--N1 16300077 10/26/16 42 67458--C3 16300043 10/26/16 5 67421-412 16300076 10/26/16 43 67459--C3G 16300051 10/26/16 6 67422--113 16300063 10/26/16 44 67460--JGE 16300084 10/26/16 7 67423--QG 16300055 10/26/16 45 67461--FG 16300060 10/26/16 8 67424--RG 16300074 10/26/16 46 67462--F 16300067 10/26/16 9 67425--R 16300075 10/26/16 47 67463--F1 16300064 10/26/16 10 67426--JG 16300090 10/26/16 48 67464--F2 16300058 10/26/16 11 67427--J 16300070 10/26/16 49 67465--F3 16300068 10/26/16 12 67428--J1 16300079 10/26/16 50 67466--B 16300056 10/26/16 13 67429--J2 16300080 10/26/16 51 67467--81 16300052 10/26/16 14 67430--J3 16300081 10/26/16 52 67468--B2 16300049 10/26/16 15 67431--J4 16300082 10/26/16 53 67469--B3 16300054 10/26/16 16 67432--J5 16300066 10/26/16 54 67470--E 16300040 10/26/16 17 67433--LG 16300036 10/26/16 55 67471--E1 16300037 10/26/16 18 67434--L 16300044 10/26/16 56 67472--E2 16300038 10/26/16 19 67435--L1 16300041 10/26/16 57 67473--D 16300099 10/26/16 20 67436--12 16300046 10/26/16 58 67474--D1 16300101 10/26/16 21 67437--PG 16300065 10/26/16 59 67475--I 16300094 10/26/16 22 67438--P 16300057 10/26/16 60 67476--A 16300103 10/26/16 23 67439--P1 16300059 10/26/16 61 67477--A1 16300100 10/26/16 24 67440--P2 16300062 10/26/16 62 67478--A2 16300093 10/26/16 25 67441--S 16300095 10/26/16 63 67479--A3 16300039 10/26/16 26 67442--S1 16300073 10/26/16 64 67480--H 16300035 10/26/16 27 67443--S2 16300071 10/26/16 65 67481--HG 16300033 10/26/16 28 67444--S3 16300072 10/26/16 66 67482--FT1 16300085 10/26/16 29 67445--KG 16300091 10/26/16 67 67483--FT2 16300045 10/26/16 30 67446--K 16300096 10/26/16 68 67484--FT3 16300048 10/26/16 31 67447--K1 16300097 10/26/16 69 67485--FT4 16300053 10/26/16 32 67448--K2 16300098 10/26/16 70 67486--FT5 16300069 10/26/16 33 67449--G 16300089 10/26/16 71 67487--FT6 16300102 10/26/16 34 67450-41 16300088 10/26/16 35 67451--62 16300087 10/26/16 36 67452--G3 16300092 10/26/16 37 67453--G3GE 16300086 10/26/16 38 67454--GG 16300042 10/26/16 IFIIs UWO PREPARED I-RUM UOMPUIER INPUT (LOADS & DIMENSIONS) SUMO IIED BY TRUSS MI-R. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - OG ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQU I RED 1 ` 2 Bot chord 2x6 DF-L #2 Webs 2x4 HF Std/Stud :W2, W8, W10 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Deflection meets L/360 live and L/240 total load. Creep increase factor Bot Chord: 1 Row @ 3.50" o.c. for dead load is 1.50. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 36 plf at 0.00 to 36 plf at 16.79 Negative reaction(s) of -223# MAX. (See below) from a non-wind load TC- From 72 plf at 16.79 to 72 plf at 32.79 case requires uplift connection. BC- From 7 plf at 0.00 to 7 plf at 16.79 BC- From 14 plf at 16.79 to 14 plf at 30.79 120 mph wind, 19.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at 30.79 to 4 pff at 32.79 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 563.32 lb Conc. Load at 0.79, 2.79 DL=4.2 psf. BC- 584.45 lb Conc. Load at 1.79 BC- 4259.43 lb Conc. Load at 2.24 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 533.27 lb Conc. Load at 4.79 OC. BC- 580.99 lb Conc. Load at 6.79, 8.79,10.79,12,79 14.79,16.79 JT PLATE LATERAL CHORD NWind loads and reactions based on MWFRS. [ SIZE SHIFT BITE [ 4] W4X5 S 3.00 [ 6] W6X8 2.00 R 4.25 [14] W4X12 3.75 L 1.75 [18] W4X8 S 1.25 [19] W3X5 2.75 L 1.25 6X8(R) III 3X5= 3X5= 3X5= 1.5X4 lit 4X8[18]= 5X7----- • _ 5 3-0-0 W10 W2 0-4-1 • _L 018-0-0 4X5[4] Ill 6X8(R)[6] III 4X5= 4X12[141-7=- 4X5= 3X5[19]= 1.5X4 ill 3X5(A• 1) L 16-11-8 >1 13-10-0 2' >1 Fe-2-2-1 4-11-12 4-11-12 >`c 4-11-12 '"I< 7-3-9 + 6-4-11 1, 24-4-13 -I- 6-4-11 J H30-9-8 Over 3 Supports 2-1 R=6723 U=427 R=5139 U=385 W=3.5" R=636/-223 U=9 W=5.5" Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0' .. Y - F 9 r Y:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on ((503)357-2118 wwl1VawllNGlw' READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 G1NF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH TM's°°"""°m ALL CONTRACTORS INCLUDING THE INSTALLERS. (�� tt`,Q 01„ TC LL 25.0 PSF REF R7175- 67417 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 7 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior p TC DL 10.0 PSF DATE 10/26/16 to performing these functions. tInstallers shall provide temporary bracing Per BCSI. Unless noted otherwise, %1 tap chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,-. ��. BC DL 7.0 PSF DRW CAUSR7175 16300050 ,4��r ' sectio in 6D ai or unless as applicable. Apply plates to each face of fortrusstand position as shown above and on ' 1 � I I the Joint Details, unless notes otherwise. Refer to drawings 160A-2 for standard plata positions. 41%,: 7/ZO 6 REGON r BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD. 42.0 PSF SEQN- 6868 7 r AN ITW COMPANY installation&bracing of trusses. P A spa a this drawing or em sign he.n, the.arallp, indicatesduse of this of grfowe.C engineeringe 9,Q •20,19��• DDR.FAC. 1 .15 FROM BB responsibility of solely for the design esig Brae. The suitability end use or this drawing for aro structure le the 1.O M 5351 RovallaCircle responsibility lty er She Building Designer per AILI/TPI I see.z. Sacramento,CA 95828 For more information see this job's general nos page and these web sites: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: eew.alpineitw.ca: TPI: www.tpinst.org; NTCA: www.sbcindustry.com: ICC: www.iccsafe.org Renews 613012017 I IRIS DW(i PREPARED FROM COMPUTER INPUT (LUAUS & DIMENSIONS) SUBMIIILU BY TRUSS MIR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - MG ) Bot chord 2x6 HF #2 chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 1 Row @11.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 72 p f at 0.00 to 72 p f at 8.00 Use equal spacing between rows and stagger nails TC- From 72 p f at 8.00 to 72 p f at 20.69 in each row to avoid splitting. TC- From 72 p f at 20.69 to 72 p f at 30.69 BC- From 14 p f at 0.00 to 14 p f at 19.92 120 mph wind, 19.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 p f at 19.92 to 7 p f at 28.69 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 p f at 28.69 to 4 p f at 30.69 DL=4.2 psf. PLT- 354.49 lb Conc. Load at (20.73,21.61) PLB- 1584.33 lb Conc. Load at (19.92,18.04) Wind loads and reactions based on MWFRS. PLB- 314.13 lb Conc. Load at (20.63,18.04) PLB- 116.28 lb Conc. Load at (22.69,18.04) In lieu of structural panels use purlins to brace all flat TC @ 24" PLB- 110.07 lb Conc. Load at (24.69,18.04) OC. PLB- 104.42 lb Conc. Load at (26.69,18.04) Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [15] W4X5 S 3.25 4X5= 3X7= 5X5= 57s •oiloilior_=.4 4 4 4 4 0 4 i i i 4...,,ggiiiiiiiIiiiiii rt.44 - - -� 5 3-8-1 0-4-1 0-4-1 _� U III mom` if / 18-0-0 1.5X4% 3X5= 1.5X4 III 4X5= 1.5X40 4X5(A1)- 3X10(A1) 4X5(R)[15] III 2' r 4-0-0 8-0-0 4-11-1 _I_ 'I-' 6-4-2 5-5-1 'I` 5 5-1-2 '1' _i_ 4-11-1 8-0_0 4-0-0 Ll 8-0-0 J. 12-8-4 _I_ 8-0-0 J 1 28-8-4 Over 2 Supports >i R=1926 U=100 W=5.5" R=3206 U=194 W=5.5" Design Crit: IRC2012/TPI-2007(STD) - O PROF PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.O1 .0. .s - FS 'TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1(5031l357-2118 ..WARNiNGIwa READ AND FOLLOW ALL NOTES ON THIS DRAWING! ;5 013INFtr' t TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Cj 41 y REF R7175- 67418 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI, Unless noted otherwise, w r , 1 0.0 PSF dihi cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,� DRW CAUSR7175 16300083 actions B3, B7 or B10, a applicable. Apply plates to each face of truss and position as shown above and o • A fl [F)_^ I � ' t =noted otherwise. Refer to drawings 180A_Z far standard plate positions. 10 7/20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC he Joint Details, unless • I1- ' �I I Alpine, a division of ITN Building Components Croup 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, J AN ITW COMPANY installation&bracing of trusses. TOT,LD. 42.0 PSF SEQN- 68666 . A seal en this drawing or cover pegs listing this drawing, Indicates aeoptenee of professional engineering 9� �•n.20,1990 G rasponsiblllty solely for the design shown. The suitability and use of this drawlMO O V 8351 RovanaCvcle raaponslbllltr of the Building Designer per ANSI/TPI T s.e.t. for"'° 't�`t theura I. L 0 W, DUR.FAC. 1 .15 FROM BB s�IeDeIOD,caysszs For more information see thpint job's genera, notes page and these web=;tea: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbc;ndustry.com; ICC: www.iccsafe.org Renews 613012017 THIS UWU PREPARED FROM COMF'UIER INPUI (LOADS & DIMENSIONS) SUUMIIIEU KY !RUSS MIN. ( 0916099--JT ROTH CONSTRUCTION —Medallion Mdws lot 8 -- VERIFY TIGARD, OR — M ) Top chord 2x4 HF #2 120 mph wind, 20.00 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. 4X5 3X5= 4X5= a s C 1.5X45 1.5X4% —7 5 5 r— - 4-6-1 0-4-1 0-5-6 if P. MEM T m 1 10 18-0-0 T 4X5(A2)= 3X7 3X5= 4X5(61) 3X7= L 2' J 5-3-14 10-0 l0 4-8-2 >Ic 4-4-2 I� 8-8-4 4-4-2 ›I< 4-8-2 9-8-12 '1 I_ 5-0-10 �I L 10-0-0 _I, 8-8-4 ,I_ 9-8-12 J Iz 28-5-0 Over 2 Supports R=1385 U=67 W=5.5" R=1234 U=50 RL=63/-66 Design Crit: IRC2012/TPI-2007(STD) , PRsp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 00 • 41 'TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! GJ �N �/ 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i` CIG FFA 02 TC LL 2 5.0 PSF REF R7175- 67419 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to end follow 19675 9 TC DL 10.0 PSF DATE 10/26/16 the latest etlition of BCSI (Building Component Safely Information, by TPI and YRCA) for safety practices prior r o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, , top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / BC DL 7 O PSF rigid ceiling. Locations shown for permanent lateral restraint int of webs shall have bracing installed per BCSI /- DRW CAUSR7175 16300078 ,4 1 sections B3,D B7 or B10,unless as applicable. Apply plates to each face of for and position as shown above end on I i the Joint Details, unless notatl otherwise. Refer to drawings 160A-Z forstandardplata positions. 1 720 6 BC L L 0.0 PSF CA-ENG J CJ/CWC I Alpine, a tlivision of ITW Builtling Components Group Inc. shall not ba responsible for any tlevia[lon from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for M1antlling, shipping ^ r AN ITW COMPANY installation&bracing of trusses. �1,n �, -4 TOT.LD. 42.0 PSF SEQN- 68669 A.al on this drawing or cover pepe listing this drawing, indlemtw acceptance of prefe..len.l engineering 'VA en.20,19441' rwporn 0611 Ity solely for the design shorn. The aulLbl l Ity and.a,e of this drawing for any structure Is theO• O •N OUR.FAC. 1 15 FROM BB 8351Rovana Circle responsibility or the Building Designer per ANSI/TP1 1 Sec,2. ` Sacramento,CA 95828 For more information s this jab's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.oro SPACING 24.0" J RE F- 1 W97 1 7 5Z07 Renews 6/3 01 201 7 I IHIs UW6 PNLNARLD I-HUM UUMPUILR INPUI (LUAUS & UIMtNSIUNS) SLAMMED HY !HUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - Ml ) Top chord 2x4 HF #2 120 mph wind, 20.42 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. 4X5= 5X5= 2 5 3X5! 3X5 5 5 5-4-1 0-4-1 0-5-6 0 no me LiJ IL FE I 18-0-0 1.5X4111 3X5= 3X7= 1.5X4111 4X5(81)= 9 3X7(A1) 3X5= 2' 6-3-14 5-8-2 ›.I< 4-8-4 'I` 5-8-2------- -------6-0-10 (, 12-0-0 L. 4-8-4 ,I_. 11-8-12 I J f< 28-5-0 Over 2 Supports R=1444 U=71 W=5.5" R=1298 U=53 RL=73/-76 Design Crit: IRC2012/TPI-2007(STD) . PRop PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 00 • FS�'TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ""WARNING!"" REM AND FOLLOW ALL NOTES ON THIS DRAWING! i 825 N 4th Ave,Cornelius OR 97113 "vIPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��� r1G%N E� 5 Oy TC LL 25.0 PSF REF R7175- 67 420 _ Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and fallow 19—.— 9 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 10.0 PSF DATE 10/26/16 to performing these functions. tlnstallers shall provide tamPorarY bracing Per BCSI. Unlessnotedotherwise, f 1:111V — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid tailing. Locations shorn for permanent lateral restraint of wombs shall have bracing installed par SCSI 4 BC DL 7.0 PSF DRW CAUSR7 1 75 1 6300077 A�1 O`� i sections B3, B7 or 810, as applicable. Apply plates to each faceoftrussand position as shown above and — L J I the Joint Oateils, unless notetl otherwise. Rtes':: efer Lo tlrawings 160A-Z for standard plata positions. 1 i //L,0 6 BC LL Alpine, a div;sicn of ITN Badding CanPanents Grop Ina. shall n t be responsible far anY deviation from this 0.0 PSF CA-ENG J CJ/CWC ' drawing, any failure to build the truss ;n conformance with ANSUTPI 1, or for handling, shipping, /y OREGON e AN ITWCOMPANY installation h bracing of trusses. u' .4 TOT,LD. 42.0 PSF SEAN- 68672 . wallon dr..ing or cover page listing this drawing, indl..t.s acceptance of professional engineering "7 •n.20,1041' responsibility SC elySI,.for the design.naso. The suitability.,w use of this drawing for any structure I.re,. Of.. L 0 W" DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sec,2. Sacramento,CA 95828 For more information s this job's general notes page and these web s SPACING 24.0" ALPINE: www.alpineitw.com: TPI: www.tp;nst.org; WTCA: www.sbc;ndustry.com: ICC: wsw.iccsafe.org Renews&3012017 J REF- 1 VV9 7 1 75207 IBIS DWG PREPARED FROM COMPOIER INPUI (LUAUS & DIMENSIONS) SUBMIIIED BY IRONS MFR. • ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - M2 ) Top chord 2x4 HF #2 :T3 2x4 DF-L #2: 120 mph wind, 20.84 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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, 6X6= 5X7(R) III r � 5 3X5. T3 1.5X4 111 W5 6-2-1 F-- W25 I W2 0-4-1 0-5-6 8 W rn mm T 1.5X4111 3X7= 3X5- T `;`, 18-0-0 3X5= 4X5(610R) 5X5(A2) 2' z 7-0-0 7-0-0 4c--l_ 7-8-4 0 'I 6-8-12 L 14-0-0 _1-1. 13-8-12 —I 28-5-0 Over 2 Supports >I R=1502 U=75 W=5.5" R=1357 U=57 RL=84/-87 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0d ' d.' �FE 0TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503)357-2118 **WARNING!'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••I�ORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G�5 aG i NE�+ p2 TC LL 25.0 PSF REF R7175- 67421_ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 "9' the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per SCSI. 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 per BCSSI -- . BC DL 7.0 PSF DRW CAUSR7 1 75 16300076 .4�� W sections 63, 67 or 610, as applicable. Apply plates to each face of trussandposition as shown above and / )l the loins oate :, unless nota:otherwise. Refer to drawings 160A-Z for a ander:plate posit::::. 11 " /20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC I I Alpine, a tlivision of ITS Building Components Group Inc. shall not be responsible for any tlevietion from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON P AN ITW COMPANY installation a bracing of trusses. .Y. .4 TOT.LD. 42.0 PSF SEQN- 68674 A semi on this drawing or cover page Meting this drawing, Indicates of this of professions! engineers 9 II".20,191‘b Q" responsibility solely for the design.mown. The suitability and use of this droving for any structure Is the I/�� 8351 Rovana Circle responsibi l lty of the Building Designer per ANSI/TPI 1 S.c.2. •Q/ D •�� DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ` ALPINE: www.alpineite.com; TPI: www.tpinst.org: WICA: www.sbcindustry.com: ICC: www.iccsafe.org SPACING 24.0" J RE F- 1 VV9 7 1 75207 Rnnn as arifW Ni17 I IHIS DW(i PREPARED FROM UOMI'UIER INI'UI (LOADS & DIMENSIONS) SUHMIIIED HY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - M3 ) Top chord 2x4 HF #2 120 mph wind, 20.91 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, W3 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 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. 5X5 it 1.5X4 Q\ 'lliiillIllIllIllIll5 1.5X4 G/ 10111K W3 5 r— W26-3-12 0-4-1 0-5-6 Y Y T w 1$-0-0 4X5(A2)- 3X5- 3X5- 4X5(61)= T 3X5 E--- 1•< 2 I_ 7-5-15 6-10-3 9-1-9 6-10-3 9-6-2 I� 9-9-6 I� 7-2-11 'I— 14-4-2 14-0-14 28-5-0 Over 2 Supports R=1376 U=76 W=5.5" R=1210 U=5$ RL=86/-88 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. ®'W �.trS,SSTY:3 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503))357-2118 '•wAaNINGI•• READ AND FDLLOW ALL NOTES aN THIS DtISYINGi �O TC LL 25,0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE HYSTALLERS. ��� �v'NF�� 'L REF R7175- 67422 Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1 9575 r TC DL 1 0.0 PSF DATE 10/26/16 to performing these functions. Installrs shell provide temporary bracing per SCSI. Unless noted otherwise, r 011111161ktop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 7.0 PSF DRW CAUSR71 75 16300063 ALP O`� T1 sections B3, B7 or B10, as applicable. Apply plates to each face of trusstand position as shown above and on 40 L J 7,,,J.:-..::::7::::77,-..::77.7,:7:::::::: he Joint Details, unless noted otherwise. Rafe:to drawing= 18oAZ Ters ander,plate pasitiona. 1 7/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpinea y failure of Ibu Building Components Group Inc. b ANS not ba 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 ITWCOMPANY installation a bracing of trusses. .I► TOT.LD. 42.0 PSF SEQN- 68676 . A..al on thi•droving or cover page listing this drawing, indicates.eeept.nee of pref Menai engineering '9 `® 20,199 Q' responsibility solely for thodin design shwa. The suitability and.1..of this drawing for aro structure I.the �O�' W.��/ DDR.FAC. 1 15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.z. L.D W Sacramento,CA 95828 For more information sea this job's general notes page and these web sites: •• SPACING 24.0" JREF- 1 VV97175207 ALPINE: waw,alpinaitw.com: TPI: www.tpinst.arg; WTCA: www,sbcintlusery.com; ICC: www.iccsefe.org Renews RAN9017 THIS UWU PREPARED I-RUM COMPUILR INNUI (LUAUS & DIMENSIONS) SUM]IILU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - QG ) Top chord 2x4 DF-L #1&Bet. :T2 2x6 DF-L SS: 2 COMPLETE TRUSSES REQUIRED 1 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 72 p f at -2.00 to 72 p f at 7.94 Use equal spacing between rows and stagger nails TC- From 36 p f at 7.94 to 36 p f at 19.56 in each row to avoid splitting. TC- From 72 p f at 19.56 to 72 p f at 29,50 4" o.c. spacing of nails perpendicular and parallel to BC- From 4 p f at -2.00 to 4 p f at 0.00 grain required in area over bearings greater than 4" BC- From 7 p f at 0.00 to 7 p f at 27.50 BC- From 4 p f at 27.50 to 4 p f at 29.50 120 mph wind, 19.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 356.63 lb Conc. Load at 7.89,19.61 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 103.60 lb Conc. Load at 2.00,25.50 DL=4.2 psf. BC- 109.24 lb Conc. Load at 4.00,23.50 BC- 115.46 lb Conc. Load at 6.00,21.50 Wind loads and reactions based on MWFRS. BC- 311.27 lb Conc. Load at 8.00,10.00,12.00,13.50 15.50,17.50,19.50 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 6723.02 lb Conc. Load at 13,84 OC. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [16] W1012 S 4.25 8x10- T2 1.5X41II 8X10- s i 3X5.1% 3X5.-- - 5 . W4 3-7-12 0-4-1 W6 0-4-1 X18-0-0 Ili Wig _L T 1.5X4 III 3X5= H0510- 3X5= 1.5X4111 T 5X12(B7R)= 5X12(B7R) 1012[16] L 2' ›J L 2' >J 3-9-14 4-1-6 >fe 5-9-12 5-9-12 4. 4-1-6 + 3-9-14-H L- 7-11-4 J, 11-7-8 J . 7-11-4 J k27-6-0 Over 2 Supports >{ R=6141 U=414 W=5,5" R=6182 U=416 W=5.5" PLT TYP. 20 Gauge HS,Wave Design Crit: IRT/RT 2%(0%)/4(0) D) 16.01 . #0 ..1��p' S' ► Y:1 OR/-/1/-/-/R/- Scale =.25"/Ft. TmssComponents ofOregon (503)357-2118 ••991NINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAINING! �9 �1GINFF O TC LL 25.0 PSF REF R7175- 67423 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT' FURNISH THIS DRM!INC TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 y Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to end follow 19575 - the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prier 9r TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, // top chord shall have properly attached structural sheathing and bottom chord shall have U a properly otherwise, rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI 4- j BC DL 7.0 PSF DRW CAUSR7175 16300055 r• actions 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on _ LIQ i�9 f I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 11 27/20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC/�1 LI ' V I Alpine, a division of ITN Building Components Group Inc. shall not b7,77 ponsible Por any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI for handling, shipping, f AN ITW COMPANY installation&bracing of trusses. A seal en this drawing or cover page listing this drawing, indicates.eepse t.no.of prof len.l engineering 4jQ Ve n.20,410%‘.../r. T,LD. 42.0 PSF SEQN- 68693 responsibility solely for the design.hewn. The suitability end u..of Ulla drawing for any structure is the 0`D W W.NDUR.FAC. 1 .15 FROM BB 8351RovROaCircle responsibility of th.Building Designer par ANSI/TP1 1 See.2. Sacramento,CA95828 FALPINE: or(mare information wf oomt7Pl se this job's general notes page and these web sites: cc SPACING 24.0" JREF- 1 W97175Z07 a pini .tpinst.org; WTCA: vww.sbcindostry.com; ICC: www.iccsafe.org Renews 6/3012017 IRIS UW(i PREPARED IRUM UOMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIILL/ HY I RUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - RG ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED 1 2 2 Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bot Chord: 2 Rows (0 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Deflection meets L/360 live and L/240 total load. Creep increase factor Use equal spacing between rows and stagger nails for dead load is 1.50. in each row to avoid splitting. Special loads 120 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC TC- From 72 plf at 0.00 to 72 plf at 13.44 DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 13.44 BC- 1233.66 lb Conc. Load at 1.79 Wind loads and reactions based on MWFRS. BC- 1297.60 lb Conc. Load at 3.79 BC- 1357.42 lb Conc. Load at 5.79 BC- 1210.09 lb Conc. Load at 7.79, 9.79,11.79 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4X8(R) III [ 5] W3X5 S 3.00 1.5X4111 [ 7] W5X5 3.00 R 2.75 ., , r [ 8] W4X5 3.25 L 1,25 [14] W4X5 S 2.25 5 r NM 4X5[8]s% 3X5,5% 4-6-0 4-7-10 I U MI 11 Mi 0-5-6 I/ ■ - ' m�, 4 ' 18-0-0 s „ 3X5[5] 111 5X5[7]= 4X8(R) III 4X5(R)[14] III 3X10(131)EE ..c3-2-7 J_ 3-4-3 �_ 3-5-15 3-4-12 10-0-8 3-4-12 L- 13-5-4 J R=4317 U=224 W=2.25" R=4259 U=232 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 00 . E FFS b Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503(1357-2118 "YOUININGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4 14C,1NFt5. 0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (/� L,. y REF R7175- 67424 Trusses require extrema care In fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 �T the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior • �� TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shell provide temporary bracing Per SCSI, Unless noted otherwise, �1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached T. rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCBI � BC DL 7.0 PSF DRW CAUSR7 1 75 16300074 ,4�L �_ ' sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 11 �^�20 iI the Joint netails, -:lass notetl otherwise. Re£er to drawings 160A-Z for standard plata positions. / BC LL 0.0 PSF CA-ENG JCJ/CWC Alpine, a division of ITw Builtling Components Group1nc. shall net ba 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 M COPANY installation 8 bracing of trusses. m TOT.LD. 42.0 PSF SEQN- 68681 mdrawing. A l on thl•drawing or eov.r pogo listing this drawing, Indle.C.s.ee.pt.nw of prof wien.l engin..ring 9 +R.20,i •' rospowlblllty solely for the dwlpn shown. The sultAbillty and use of this drwIng for any structure I.the RV 99��D W.O� DUR,FAC. 1 .15 FROM BB 8351 Rovana Circle rwpen.lblllty of the Building Oeslgn.r per ANSI/TPI 1 s.e,2. •Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: wwv.alpineitw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com; ICC:www.iccsafe.org Renews 6/30/2017 !HIS UWG PREPARED FROM COMPUIER INPUI (LUAUS & DIMENSIONS) SUHMIIIED BY IRUSS MI-K, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - R ) Top chord 2x4 HF #2 120 mph wind, 20.41 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. Right end vertical not exposed to wind pressure. 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 III 59. j 1.5X“,:= 5 r 4110i �� 4-4-2 4-5-12 0-4-1 1/ ■■ i ;; 18-0-0 / / �— 4 4 3X5= 4X5(R) III 3X5(A1) Ec 5-3-8 9-11-4 4-7-12 ›.I< 3-9-4 13-8-8 -J R=615 U=11 W=5.5" R=584 U=42 RL=86 Design Crit: I R 1 PLT TYP. Wave T/RT 2% 0% /4 (0 TD) 16.01 . 0 0 .A���P- .. '6' b Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Com Components (503)357-2118 "IARMINGI"" BEAD AND FOLLOW ALL NOTES ON THIS DRAWING! ��� /40ihiE-c cc TC LL 25.0 PSF p R 1 ••IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 67425 825 N 4th Ave,Cornelius O 97 139 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 TC DL 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior r 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 all -, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR71 7 5 16300075 A��0� s ctlons 83, 67 or 810, as applicable. Apply plates to each face e of truss end position as shown above and on /2�11 6 BNI the Joint Details, unless noted otherwise. Refer to drawings 160A-2 £orpstandard plate positions. 1 1 27/20 BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. ,p n 1,) 2A �g9vo P TOT.LD, 42.0 PSF SEQN- 68661 A saki on this drawing or cowr paps Ilsclng this drawing, indleacas soesptanes of profsaslonal anginasring responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the RQ C D •N DUR.FAC. 1 .15 5 FROM BB 8351 Rovana Circle responsibility of the Building Ossignor per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information s this Jobs general notes page and these web sites: r ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.shcindustry.com; ICC: ewe.iccsafe.org Renews 613012017 SPACING 24.0" J REF- 1 VV97 1 7 5207 i IRIS DWU PREPARED FROM GUMMIER INPUI (LUAUS & DIMENSIONS) SUMMED HY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - JG ) 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 :W7 2x4 HF #2: TC- From 72 plf at -2.00 to 72 plf at 7.94 :Lt Slider 2x4 HF #2: BLOCK LENGTH = 1.500' TC- From 36 plf at 7.94 to 36 plf at 24.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 7.95 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 7.95 to 7 plf at 24.00 DL=4.2 psf. BC- 809.33 lb Conc. Load at 7.95 BC- 320.84 lb Conc. Load at 10.00,12.00,14.00,16.00 Wind loads and reactions based on MWFRS. 18.00,20.00,22.00 (a) Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W4X5 S 2.25 [11] W4X5 S 2.50 [16] W5X10 4.25 R 2.00 5X7= 3X5= 1.5X4 III 6X8= 5 - i / 1.5X4-Z's (a) 4-2-11 3X5,5% W7 4-1-5 • 4X8(E3) III am rii MEM -- 9-0-0 4X5[7]= 4X5[11]= 5X10[16] 4X5(E3)EE 5X5= 3X5111 La.2-0-0-3J 3-11-10 3-11-10 5-2-8 5-4-4 5-6-0 7-11-4 16-0-12 L- 24-0-0 J R=2246 U=54 W=5.5" R=2329 U=57 W=3.5" Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0 :1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofOregon (503))357-2118 eYMARBINGI« READ AND FOLLOW ALL NOTES ON THIS DRAWING! NGS AFF �w� TC LL 25.0 PSF REF R7175- 67426 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r the latest edition of SCSI (Building Component Safety Information, by TPI end WrCA) for safety practices prior �! TC DL 10.0 PSF DATE 10/26/16 o performing these functions. installers shall provide temporary bracing per SCSI, Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord shall have aproperly attached ', BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing per ssi DRW CAUSR7175 16300090 ,4�L��� ' sections 63, 87 or 810, as applicable.aApply plates to each face of trussand position as shown above and on 11 '7/20 6 ' 1 i the Joint netails, unless n tetl otherwise. Refer to draw n 160A-Z a rstandard plate positions. BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a tlivision of ITW Building Components Group Inc. shell not be responsibia for any deviation From this OREGON i drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, J AN ITW COMPANY installation a bracing of trusses. 9L1.`®n,20,+ss.e._ TOT.LD. 42.0 PSF SEQN- 68696 • A seal on this drawing Sr cower ppm listing this drawing, indicates oSptenw of profomolonml engineering responsibility solely for the design shown. The suitabi l Iq and use off this drawing for any structure is the •0L 0 W• DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle nsepensibi l ley of the Building Designer per ANhI/TP1 1 see.z. Sacramento,CA95828 For more information see this job's general notes page and rheas web s;tea: Renews 613012017 SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alpineitw.com; TPI: www.tp;nst.org; WTCA: www.sbcindustry.com: ICC: www.iccsafe.org IRIS UWO PRLPARLU FRUM COMPUILR INPUT (LOADS & DIMENSIONS) SUMMED HY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - J ) 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. Right end vertical not exposed to wind pressure. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 1.75 R 2.50 [16] W1.5X4 S 2.25 4X5= 1.5X4 111 4X5E 0 I / 3X5,5% 5-0-11 5 40. i 4-11-1 I 1.5X4 111 4 0-11-0 / 1/ 0 ill �� (t9-0-0 / 3X5= 3X5= 3X10- 1.5X4[16] III 3X5(R)[3] III 12-0-0-->i 4-11-10 _I_ 4-11-10 _-c 5-7-2 _�_ 5-11-10 De 9-11-4 11-6-12 21-6-0 -J R=1076 W=5.5" R=917 U=6 RL=82/-22 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFFPS Truss Components TYWave ofOregon 503)357-_118 FT/RT=2%(0%)/4(0) 16.01 .0. N F • ••WARNINGI* READ AWN FOLLOW ALL NOTES ON THIS DRAWING! :1 OR/—/1/—/—/R/— Scale =.333"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I TANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G 575 9 TC LL 25.0 PSF REF R7175— 67427 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC D L 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior %l to performing these functions. Installersshallprovide temporary bracing per RCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have apoperly attachedte /- BC DL 7.0 PSF rigid. 014164 ceiling. Locations shown for permanentlateral restraint of webs shall have bracinginstalled DRW CAUSR7175 16300070 ,4[1_,L=1 sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 14 H2O 6 I ' hs Joint o�tnils, unless nates otherwise. Refer to drawings 160A-Z far standard plate pea;t;ons. BC LL 0.0 PSF CA—ENG J CJ/CWC Alp;na, a div;slon of ITN Building Components Croup Inc. shall not be responsible for any deviation from chis OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY ;natal lotion a bracing of trusses. 1 "..n.20,19# P TOT.LD, 42.0 PSF SEQN— 68699 • A seal on this drawing or cower page listing this drawing, indict. acceptance of professional engineering respons the 8351 Rovana Circle responsibi l ittyy solely ath.BuildingAgar per The suitabilityTPI 1 w ,and use of this drawing for aro structure is the Ol D W•14 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— 1VV97175207 4 ALPINE: www.alp;neitw.comi TPI: www.tp;nst.orgi WTCA: ww.sbcindustry.comi ICC: www.iccsafe.org Renews&SU/2o17 IRIS UWU PRLPARLU FROM UOMPUILR INPUI (LUAUS & DIMENSIONS) SUBMIIILU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - J1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. :B2 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. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0,128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. 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, JT PLATE LATERAL CHORD Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 3] W1.5X4 S 2.50 [ 5] W4X5 S 1.25 4X5= 3X5=---- 1.5X4 III 3X5 5-10-11 5 ,,�,, 5-9-1 3X5 AlA1p4 lir ,,,,� to- 0 _ ■■ 9-0-0 4X5[5]= 3X7— 3X5= B2 4X5(R) III 1.5X4[3] III LE-2-0-00.` 5-11-10 _�_ 5-11-10 4-7-10 I 4-11-2 11-11-4 9-6-12 21-6-0 R=1076 W=5.5" R=917 U=8 RL=95/-23 Design Crit: IRC2012/TPI-2007(STD) 'ECOPFU)A , PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . ,. Truss Components of Oregon 1503)357-2118 ""MIARMINGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! � c Gl' ' Y:1 OR /-/1/-/-/R/- Scale =.333"/Ft. 5t • TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 ^ ""IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41 1.. REF R7175- 67428 Trusses require extrema care in fabricating, handling, shipping, installing end bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI end WTCA) for safety practices prior ' , TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, — Ogilliblk 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 par BCSI 4- '1, BC DL 7.0 PSF DRW CAUSR7 1 7 5 16300079 A 11__,L" ; sections 83, B7 or 610, as oppliceble. Apply plates to each face of truss position as shown above and on I the joint Details, unless n ted otherwise. Refer to drawings 160A-Z for standard plate positions. 11 7/20 6 1 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 J CJ/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, f AN ITW COMPANY installation A bracing of trusses, 1.$� zu �99w Q" TOT,LD, 42.0 PSF SEQN- 68702 . A seal on this drawing or cover peps listing this drawing, Indiostss acceptance of professional engineering "94�L p , •�4 responsibility solely for the design sheen. The s.it bi I ity and use wf this drawing for any structure i.the DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer par ANSI/TPI 1 Soc.2. Sacramento,CA 95828 For more information see this job's genera, nates pages and these web sites; SPACING 24.0" JREF- 1VV97175Z07 ALPINE:www,alpineitw.com; TPI: ww,tpinst.org; WICA: www,sbcindustry.com; ICC: wwv,iccsafe.org Renews 613012017 I HIS UW(i PREPARED FROM UUMPUIER INPUI (LOADS & DIMENSIONS) SUBMIIILO BY IRUSS MI-N. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - J2 ) 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 :W4 2x4 HF #2: DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. Right end vertical not exposed to wind pressure. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W2X4 S 2.50 [ 5] W4X5 S 1.25 5x5= 3X5- 1.5X4 Ill Mt p 3X5s'% I 5 6-7-1 6-8-11 W4 3x51,.. 0 -Iil - 4X5[5]= 5X12= 4X5(R) III 0- 2X4[3] III 1. 2-0-0->` 6-11-10 _I_ 6-11-10 ›fc 3-7-2 _I_ 3-11-10 13-11-4 7-6-12 L 21-6-0 —f R=1076 W=5.5" R=917 U=11 RL=109/-25 Design Grit: IRC2012/TPI-2007(STD) ,EO PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 00 s' 0 ''"' Y:1 OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-2118 ••NARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! & OGS � ` 0 TC LL 25.0 PSF 825 N Ott(Ave,Cornelius OR 97113 "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. AP y REF R7175- 67429 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 — the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior ' �5 , TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, AlOilir _ cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,01411664 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 40 '/ BC DL 7.0 PSF DRW CAUSR7175 16300080 6 ,4�� sections Ba, 87 or Rio, as applicable. Apply plates to each face of trussand position as shown above and on I the Joint Details, unless noted otherwise. Refer to tlrawinA 16oA-Z fartanderd plate peaitons. 1 OREGON N BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a division of ITU 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 ITU CONAWAY installation 8 bracing of trusses. '���qn.20,199 SEQN- 68704 TOT.LD. 42.0 PSF A...1.b this drawing or ewer sign listing Th1s dr a bili indicates of this of gr for.any.l nonlre le t OL D W a .6_. DUR,FAC. 1 .15 FROM BB r....l on solely for the design o listi The suitability dnd t..or opts soofdrawing for aro el..,glnn nl g `. 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. SacramentoCA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J REF- 1 VV97 1 7 5207 ,s ALPINE: www.alpineitw.con: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews 6/3012017 I FlIs UW(i PREPARED IRUM CUMPUIER INI'UI (LUAUS & UIMENS IONS) SUNNI II EU BY IRUSS MFR. 1 ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - J3 ) 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 :W7 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member • member. Attach with 10d Box or Gun nails (0,128"x3",min,) m 6" OC. design. In lieu of structural panels use purlins to brace all flat TC m 24" OC. Right end vertical not exposed to wind pressure. 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. 4X5a---- 1.5X4FI JT PLATE LATERAL CHORD J 01 / No SIZE SHIFT BITE [ 3] W3X5 1.75 R 2.50 3X5 44 3X5 W7 , 7-5-1 7-6-11 sem- (a)It\ , •� -41100. 1 1.5X4 III �� j 0-11-0 '= mm ISI 9-0-0 3X5= 3X5= 3X5= 4X5(R) III 3X5(R)[3] III LE-2-0-0-›J 5-3-12 7-11-10 -3 127-11-10 'L 5-3-12 7-11-105-3-12 4c 5-6-12 5-6-12 L- 15-11-4 ,I, 5-6-12 J k 21-6-0 Over 2 Supports R=1076 W=5.5" R=917 U=14 RL=123/-27 Design Crit: IRC2012/TPI-2007(STD) 'A0 PROpk. PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01 . 00 0 t�`' •fF`r-• :1 OR/-/1/-/-/R/- Scale =.3125"/Ft. ••wawnMcl•• READ AND FOLLOII ALL NOTES ON THIS DRAWING! (9 9 TC LL 25.0 PSF REF R7175— 67430 Truss Components of Oregon 503)357- 118 ...IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius O 97113 19575 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow TC DL 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior /I' T. o performing these functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise. / top chord shall have properly attached str tural sheathing and bottom chord shall have a properly attached ,011164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI /- BC DL 7.0 PSF DRW CAUSR7175 16300081 �4 ILUO 0 ' sections B3, 87 o,810, as applicable. Apply plates to each faceof trussand position as shown above and on 1 1 7/20 6 I the Joint Details, unless natal otherwise. Refer to drawings ace of fostandard plata positions. I Alpine, a y vision of ITN build Building Components Croup Inc, shall ANS not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG JCJ/CWC drawing, any failure to builtl the truss in conformance with ANSI/TPI 1, or for handling, shipping, , AN ITW COMPANY instal lotion&bracing of trusses. 1'4`en.20,1994%6!.. TOT.LD. 42.0 PSF SEQN- 68707 A seal an this drawing or cower papa listing this droving, indicates acceptance of professional engineering responsibility solely far the design shown. The suitability and use of thin drawing for any structure le the 0k W.N DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle ropenelbllicy of the Building Designer per ANSI/TPI 1 s.e,z. Sacramento,CA 95828 For more information see this job's general notes page and these websites; ALPINE:www.alpineitw.com: TPI: www.tpinst.org; 'MA; www.sbcindustry.com; ICC: www.,ccsafe.org Renews 6/30/2017 SPACING 24.0" J RE F- 1 VV97 1 7 5207 THIS DWG PREPARED FROM COMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIIEU BY TRUSS MFH. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - J4 ) 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 :W5, W6, W7, W8 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 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 JT PLATE LATERAL CHORD 4x5 No SIZE SHIFT BITE li VII [ 4] W3X5 1.75 R 2.50 [14] W3X10 S 1.25 [19] W1.5X4 S 2.50 3X5 VA 3X5 -- ��� W6 W7 ...- 3 5 3X5 0 ��,��,, (a) 8-3-1 8-4-11 !� ,TA W5 W8---- ,, 8-- r (a),,,,�� .- 1.5X4 III �,,, i lah 0-11-0 ME Ii i NEM �� ® 9-0-0 3X5= 3X5= 3X10[14] = 1.5X4[19] III 3X5(R)[4] III 1... 2-0-04J E` 6-0-15 8-11-10 J_ 5-9-7 8-11-10 6-0-15 4c 3-6-12 3-6-12 I, 17-11-4 _I_ 3-6-12 J k 21-6-0 Over 2 Supports R=1076 W=5.5" R=917 U=17 RL=137/-28 Design Crit: I RC2012/TP I-2007(STD) CEO PROpn c. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 00 6 j, `r:f :1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon ((503)357-2118 "rARNINGI"w READ AND FOLLOW ALL NOTES ON THIS DRAWING! C3' ' �� •2 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 .411PORTANT.. FURNISH THIS DRAWING 7O ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 9 REF R7175- 67431 Trusses require extreme care in fabricating, handling, shipping, installingand bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ;0, TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installersshallprovide temporary bracing per BCSI. Unlessnotedotherwise, ikhk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �' i BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 11 27/20 DRW CAUSR7175 16300082 m.A Lam) i sections 83, 87 or B10, as applicable. Apply plates to each face of trussandposition as shown above and on6 JI the joint Oeceils, unless noted otherwise. Refer to drawings i60A-Z for standard plata positions. OREGON BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITW Building Components Group Inc. shall no<be responsible for any tlaviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or Far hantlling, shipping, �W, • AN ITW COMRANY installation&bracing of trusses. '9�`4n.2o,+9®� !Q� TOT.LD, 42.0 PSF SEQN- 68712 . A semi on this drawing or cover paps listing this drawing, Indicates acceptance of professional engineering _ responsibility wily for the design.hoen. The suitability and u.e of this drawing for any structure U.the of o w• DUR.FAC. 1 .15 FROM 6B 8351 Rovang Circle responsibility of the Building Designer per ANSI/TPI I See.2. Sacramento,CA 95828 For more information see this job's general notes page and these web micas: Renews&30120'17 SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alpineitw.com; TPI; www.tpinst.org; WTCA: www.sbcindustry.com; ICC:www.iccsafe.org IRIS DW(i PREPARED I-KUM CUMPUIER INPUI (LUAUS & DIMENSIONS) SUMMED KY IKUSS MI-K, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - J5 ) 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 1.5X4111 3X5S% 110 5-9-12 5 � 3X5 IIIIIIIIIIIIII 0-11-o !!!iiIIINIMINIMMmimmm...m...-----___ ME_ li 1 9-0-0 _ 3X5= 4X5(R) III 1.5X4[4] III L 2-0-0--->J 1 2' 2 5-8-4 5-8-4 11. 1 '.2 5-8-4 5-11-0 1.< 11-9-0 Over 2 Supports I R=665 W=5.5" R=494 U=15 RL=94/-23 Design Crit: IRC2012/TPI-2007(STD) , p PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0. .+ '1 - FIS :TY:5 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 Y*MARNINGI4e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �5 �GINI�F 'O TC LL 25.0 PSF REF R7175— 67432 It 1 FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius O 97 13 **IMPORTANT** 0 9 Trusses require e t erne care in ngfabricating, handling, shipping, installing and bracing. Refer to and fallow 1 9575 TC DL 10.0 PSF DATE 10/26/16 the latest edition ofrRCS! (Building Component Safety Information, byTPIand MITA) for safety practices prior f o 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 BC DL 7.0 PSF DRW CAUSR7 1 7 5 1 6300066 ,. rigid ceiling. Locationsshownfor permanent lateral restraint of webs shall have bracing installed Per BCS^ 0- / A Lu o U sections BD Details, or unless a applicable. Apply pietas to each faceoftruss and positron es shown above and o the Joint gate;,=, unless noted otherwise. Refer to draw;nga s�_Z far standard plate positions. i� 7/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC 1 1 Alpena, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. "en �, TOT.LD. 42.0 PSF SEQN— 68716 A...I on this drawing or cover page Mating this drawing, indicat...ea.pt.no.of professional engineering .20,199 r..pon.iblllty solely for the design.pawn. The suitability and u.e of this drawing for any structure I.the �Q`D W•N�•' DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer par ANSI/TPI 1 S.e.2. Sactamento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpinaitw.com; TPI; www.tpinst.org:WTCA: www,sbcindustry.com; ICC; www.iccsafa.org Renews w3e2o17 SPACING 24.0" J REF- 1 VV97 1 7 5207 IBIS DWG PREPARED FROM CUMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIIFU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - LG ) Top Bot chord 2x4 HF #2 chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I z Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 1 Row @12.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 72 plf at -2.00 to 72 plf at 1.75 Use equal spacing between rows and stagger nails TC- From 36 plf at 1.75 to 36 plf at 15.35 in each row to avoid splitting. TC- From 72 plf at 15.35 to 72 plf at 19.85 BC- From 4 plf at -2.00 to 4 plf at 0.00 120 mph wind, 18.86 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 19.85 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC TC- 168.60 lb Conc. Load at 13.64,15.40 DL=4.2 psf. BC- 7.14 lb Conc. Load at 1.81, 3.81, 5.81, 7.81 BC- 157.70 lb Conc. Load at 9.13 Wind loads and reactions based on MWFRS. BC- 57.40 lb Conc. Load at 11.19,17.85 BC- 62.26 lb Conc. Load at 13.19,15.85 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 146.29 lb Conc. Load at 14.60 OC. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50. [10] W3X5 S 1.25 [20] W3X5 1.75 R 1.25 4X5= 4X5= 5 r- 5 4X5(R) III 4X12sa S 0_4_1 5 ... 2-2-9 1/ /�__ .i - - . 0-4-1 to - EE3 m �- 18-0-0 1 1.5X4111 3X5[10]= 3X5[20] 2X4(A1)-7=- 3X5(A1) 1.<-2-0-0 H1-9-0 ›l- 2-2-11 '-I-- 2-4-7 -I< 2-4-7 2-2-11 + 2-9-0 '-F 1-8-0+ 4-6-0 1_1-9-0,1_ 9-2-4 J_ 2-9-0 _j_1-8-0,.1.... 4-6-0 J k 19-10-4 Over 2 Supports R=960 U=166 W=5.5" R=1173 U=117 W=5.5" Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) oPROS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0 a ' - FS . :TY:1 OR/-/1/-/-/R/- Scale =,333"/Ft. Truss Components ofOregon 5032357-2118 emWnrsNlNGlwe READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 GINE 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Uig �� OA TC LL 25.0 PSF REF R7175- 67433 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow - 19575 1 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 9r TC DL 10.0 PSF DATE 10/26/16 n tm to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, , �! top chord shell have properly attached structural sheathing and bottom chord shal shall have a properly attached BC DL 7 0 PSF DRW CAUSR7175 16300036 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,- ,4 IL - sections BD ai or B10,unless as applicable, Apply plates to each face of fortrusstand position as shown above and on �' 7/2!) �� 1 the.joint Details. "meas n tee otherwise. Refer to drawings 160Ad far standard plate positions. L BC L L 0.0 PSF CA-ENG J CJ/CWC I I Alpine, a division of ITw Building Components Group Inc. shell 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, /eR AN ITWCOMPANY instaIlotion&bracing of trusses. vI to TOT.LD. 42.0 PSF SEQN- 68590 • a A sl on this drawing or cover peps listing this dr..lnq, indicates acceptance or prorwslon.l engineering 7 van.20,190S responelbi I Ivy solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 Rovana Circle responsibi I Ity of the Building Designer per ASI/TPI I See.2. -.-01..0 W.N� DUR.FAC. 1 .15 FROM BB Sacramento,CA95szs For more information a e ehia,ob a general notes page and these websites: SPACING 24.0" JREF- 1VV97175Z07 ' ALPINE: www.alpineitw.cnm; TPI: www.tpinst.org: WTCA: www.sbcindustry.com: ICC: www.iccsafe.org Renews 6!80/2017 If IRIS UWU PREPARED FROM GUMMIER INPUT (LUAUS & DIMENSIONS) SUBMIIILU HY TRUSS MI-N, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - L ) Top chord 2x4 HF #2 120 mph wind, 18.70 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W5X7 S 1.25 5X7(R) III 1.5X41I1 5X7(R) III I 5 ti El- 0-4-1 5 0-4-1 1-10-13 0 0 1j I' 18-0-0 1.5X4 111 5X7[11]= 1.5X4 111 3X5(A1) 3X5(A1) LE-2-0-O • I< 3-9-04, 6-2-2 >I< 6-2-2 4' 3-9-0 >I I— 3-9-0 _I— 12-4-4 _I_ 3-9-0 .J 19-10-4 Over 2 Supports R=1012 U=41 W=5.5" R=841 U=26 RL=30/-34 Design Crit: IRC2012/TPI-2007(STD) I PR, PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 . 0• ( ) ( ) FS''''''Clot_ ITY:1 OR/-/1/-/-/R/- Scale =,333"/Ft. Truss ComlpponentsofOregon (503)357-2118 ""IMARNINGI"" READ AND FOLLOW ALL NOTES ON THIS wwFINGI „`�j NAG{NFF� /O2 TC LL 25.0 PSF REF R7175- 67434 825 N 4th Ave,Cornelius OR 97113 a"I TANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fo n ow 19675 TC DL 10.0 PSF DATE 10/26/16 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior , T. to performing these functions. tInstallers shall provide temprary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,- � 1. DRW CAUSR7175 16300044 ,4�� sections BD Details, or B10unless as applicable.other Apply plates to each faceoffor antl position as shown above and on ' I the Joint Details, unless n tea otherwise. Refer to drawings 160A-Z Fordstandard plate positions. �� I Alpine, a division of ITR BuildingComponents gran Inc. shall not be r 11 7/20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC penin p responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of trusses. e �/ TOT.LD. 42.0 PSF SEAN- 68594 • A..•I on this droning or oowr p.p. listing thle drawing, indicates acceptance of prefw.lon.l engineering 7 8h,20,199 1. responsibilittyy ofthe Building Dethe signer per ANSI/TPThe suitability t.blSoe 2 and MN Of this droving for.lo.structure Is the DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle p W W. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: .. ALPINE:www.alpineitw.com; TPI: waw.tpinst.org: WTCA: www.sbcindustry.com; ICC: www.iccsafe.org SPACING 24.0" J RE F- 1 VV97 1 7 5207 Renews&3012017 I H IS UWU PREPARED I-RUM COMPUIER INPU I (LOADS & UIMENS IDNS) SWIM!IIEU HY I RUSS MEN. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - L1 ) • Top chord 2x4 HF #2 120 mph wind, 19.12 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. 4X5= 4X5= 3X5= Z NM S 5 / 5 2-8-13 0-4-1 0-4-1 i - � 18-0-0 T 3X5= 3X5= 3X5(A1) 3X5(A1) -2-0-0->-1 5-9-0 4-2-2 8-4-4 4-2-2 y T 5-9_050 L— 19-10-4 J R=1012 U=43 W=5.5" R=841 U=27 RL=40/-44 Design Crit: IRC2012/TPI-2007(STD) PR.p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . • FSS'TY:1 OR/—/1/—/—/R/— Scale =.333"/Ft. Truss Components of Oregon 5031(357-2118 a"WARN I NG I"" BEAD AND FOLLON ALL NOTES ON THIS DRAWING! C7 II N i 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FINISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� CIG F�c� 02 TC LL 25.0 PSF REF R7175— 67435 Trusses require a 'n fabricating, handling, shipping, installing end bracing. Refer to and fallow 19575 the latest edition extreme care Component Safety Information, by TPI and WTCA) for safety practices prior r TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Adahlk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ///J/j// BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI •d•V•fI V - / / DRW CAUSR7 1 75 1 6300041 A L, sections 83, B7 or 810, as applicable. Apply plates to each fete of trussand position as shown above and on J I the Joint Details, unless nates otherwise.Components Refer to drawings160A_z farpondardsibl plate nye positions. 11 7/20 6 BC LL 0.0 PSF CA—ENG JCJ/CWC Alpine, a division of ITW Building Components Group Inc, shall 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, OREGON AN ITW COMPANY installation A bracing of trusses. "'en. ,� �/ TOT.LD. 42.0 PSF SEQN— 68598 A seal on this drawing or.over page Ilotin0 this drawing, Indicates acceptance of professionalC.V. responsibility sorely for the design shown. The suitability and use of this drawing for aro structure engineering the 8 .20.199 8351 RgVanB Circle responsibility of the Building Resigner per ANSI/TPI 1 See,2• 9nrOL0 W•NDUR,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" J REF— 1 VV97 1 7 5207 ALPINE: www.alpinaitw.com; 7P1: www.tpinst.org; vrrcA: www.sbcintlustry,com; ICC: www.iccsafa.org Renews 6i3Od2017 Ills UW(i PREPARED FROM COMI'UIER INPUT (LOADS & DIMENSIONS) SUHMIIIED HY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - L2 ) Top chord 2x4 HF #2 :T3 2x4 DF-L #2: 120 mph wind, 19.53 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. 6X6= 5X7(R) III 5 5 T3 3-6-13 0-4-1 0-4-1 V 0 o ►l 1 IL 18-a- 1.5X4 III 3X5- 3X5(A1) 3X5(A1) Lc-2-0-O->i 7-9-0 >I< 4-4-4 7-9-0 L- 19-10-4 J R=1021 U=46 W=5.5" R=864 U=29 RL=51/-55 Design Crit: IRC2012/TPI-2007(STD) . PR. PLT TYP, Wave FT/RT=2% 0% /4 0 16.01 . 0. F ( ) ( ) - FiS'�4TY:1 OR/-/1/-/-/R/- Scale =.333"/Ft. ..1010011101.*Truss Components of Oregon 1503)357-2118 READ AND FOLLOW ALL NOTES ON THIS DRAWING! G I N de 825 N 4th Ave,Cornelius OR 97113 '"nvoRraxr•• FURNISHTxls DRANING To ALL caNTRACTa+s !NeLUDINc THE INSTALLERS. O� C1 FF. OZ TC LL 25.0 PSF REF R7175- 67436 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 ' TC DL 10.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and YWCA) for safety practices prior , f to performing these functions. Installers shall provide temporary bracing per BCSI. Unless notetl otherwise, /Y /111116 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rigid ceiling. efling. Locations shown for permanent lateral restraint hwebs shall have bracing nstalled per BCSI /- .- 7.0 PSF DRW CAUSR7175 16300046 ba T. sections B3, 87 or 810, a applicable. Apply plates to each face of truss and position as shown above and on /./I1 L=1 N I the Joint Retails, unlasssnatatl othe wise. Rear to tlrewings 760A-Z for standartl plate positions. 1 7�2� 6 BC LL �1 f�— I A„,',: a d{„isian of ITW B�ild{ng 7„.,ente 6rou Inc. ahal! not be r 0.0 PSF CA—ENG JCJ/CWC 1 P orpfori hie fon ens dpping;on from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ^ AN ITW COMPANY installation&bracing of trusses, v�,y •1 TOT.LD. 42.0 PSF SEQN- 68600 . A seal en this drwing er cover pogo listing this drawing, Indicates acceptance of profw.ional engineering '7 on.20,199 r..pmnlbi Hey sally for U.dwlgn shown. Ti,.suitability end uee of this drawing for any structure Is the 8351 RovanaCircle r'"pe^"°""y of the er,ndlrp D.algn.r per ANSI/TPI Y see.2. OL O 0� DUR.FAC. 1 .15 FROM BB a Sacramento,CA95828 Far more information 'thisinst.o general natal page and these web SPACING 24.0" JREF— 1VV97175Z07 ALPINE: www.alpinaitw.com tTPl Swww.tpi t.org; WTCA: ww.sb i tlustry.com; ICC, ww.iccsafa.org Renews W30/2017 I HIS DINU PREPARED I-RUM UUMI'UIER INPU I I,LUAUS & DIMENSIONS) SUM IIIEU HY IKUSS MEN. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - PG ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 :B3 2x6 HF #2: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x4 HF #2: TC- From 72 plf at -2.00 to 72 plf at 5.94 :W7 2x4 DF-L Std/Stud: TC- From 72 plf at 5.94 to 72 plf at 13.83 BC- From 4 plf at -2.00 to 4 plf at 0.00 120 mph wind, 19.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 2.96 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- From 14 plf at 2.96 to 14 plf at 11.04 psf. BC- From 14 plf at 11.04 to 14 plf at 13.83 PLB- 497.52 lb Conc. Load at ( 5.95,18.67) Wind loads and reactions based on MWFRS. PLB- 217.85 lb Conc. Load at ( 8.00,18.67), (10.00,18.67), (12.00,18.04) In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Laterally brace bottom chord above filler with purlins at 24" OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [ 1] W3X7 2.00 L 1.25 [ 8] W4X5 S 2.25 [16] W1.5X4 S 2.50 5X5= 1.5X4 III 4X8= • 3X6 W7 5X12= 5 I- # _ 2-8-6 2-9-12 •_ 0-4-1 - 4 li 111111111111 -�`` W1 B3 0-7-8 z..7- 4x5[8]= ® 18-0-0 I ) 3X6= 3X5 III I 8X8--- 1.5X4[16] X8=1.5X4[16] III 4X5(A2)= 3X5= -2-0-0 ›.1I' _I r 2-8-02 3-1-86 - 5-3-0 I 2-9-82 5-11-4 j-. 7-10-12 _ 2-8-0 x1318 8-1-0 I- 2-9-8 1 13-10-0 Over 2 Supports R=1275 U=74 W=5.5" R=1213 U=50 W=3.5" • • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0. 1N'� •1$ TY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. • Truss Components of Oregon 503\{357-2118 •111ARNING1.• READ AND FOLLOM ALL NOTES ON THIS DRAWING! G.0 GINE REF R7175- 67437 825 N 4th Ave,Cornelius oR 97113 ...IMPORTANT.. FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� �� 02 TC LL 2 5.O PSF Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 TC DL 10.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. 1 cop chord shall have properly actached 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 BCSI '' /r BC DL 7.0 PSF DRW CAUSR7175 16300065 actions B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on _ A LL=Y=Adiglk6 -r ' I the loin Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 1 7/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC I \V' I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. OREGON AN ITW COMPANY instal latian A bracing of trusses. G! v TOT,LD. 42.0 PSF SEQN- 68634 • n A...I on this drawing or cover p.g. listing this drawing, Indicates.ee.ptanoe of profalen.l engineering 4...n.Q.20,10 ro.ponsIbi I lty solely for the design shown. Th.suitability and use of this drawing for any•eruetur. Is the 8351 Rovana Circle r.epon.ibl I Icy of the gunning Dwlgn.r par ANSI/TPI 1 5.0.2. -01.0 w•N��l lw, DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 Far more et nfor ion this jobt s general notes page and hese web s. SPACING 24.0" JREF- 1 VV97175ZO7 ' ALPINE: www.alpineitw.comTPI s www.tpinst.org: WTCA: www.sbcindustry.com: ICC: ww.iccsafe.org Rmnwn WAN'M17 I IBIS UWU PREPARED FROM LOMPUIER INPUI (LOADS & DIMENSIONS) SUBMIIIEU HY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - P ) Top chord 2x4 HF #2 120 mph wind, 19.57 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 :W1 2x4 HF #2: DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Laterally brace bottom chord above filler with purlins at 24" OC. Right end vertical not exposed to wind pressure. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W3X5 1.00 L 1.25 5X5= 1.5X4 III 3X3= 5 0 El 3X5 4X8= W1 3-6-2 3-7-12 0-4-1 li - mom �' 3X5= 0-7-8 —_ El 3x5111 18-0-0 / a 3X5- 5X7= 3X5(A1)= 1.5X4 III 3X5(R) III L‹---2-0-0 2-8-02 "I'_- 5-1-8 3-3-0 2-7-12 5-1-8 i 3-3-0 �`� 2-9-8 _ 7-11-4 .j_ 5-10-12_ —I—r- 0-3-8 2-8-0 0-3 8 8-1-0 I` 2-9-8 13-10-0 Over 2 Supports R=839 U=29 W=5.5" R=548 U=29 W=3.5" RL=83 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0418.i �pF ITY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss Components of Oregon (503)357-2118 "•NARMINGI`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 25.0 PSF 825 N 4111 Ave,Cornelius OR 97113 ••IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 167 .,...0 �G NE�� HOZ TC LLREF R7175- 67438 __Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WFCA) for safety practices prier 1 9575 TC DL 10.0 PSF DATE 10/26/16 to perorming these functions. Installers shall provide temporary bracing per RCS!. Unl ass noted otherwise, N top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 7.0 PSF DRW CAUSR7175 16300057 �LP, .i-) , t, sections 83, 87 or Bit, as applicable. Apply plates to each face of trussandposition as shown above and on �- - L J the Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. 11 " /20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC Alpine, a division of ITW Building Components Croup Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of tresses. ./ TOT.LD. 42.0 PSF SEQN- 68643 A.esl on this drawing or cover peg. listing this drwing, indicates.eept.nce of professional engineering •9 '''')D. ✓� 20,19b responsibility enlely for the design sheen. Th.eultabllity and use of this drawing for any structure I.the /AS n' ��/� DUR.FAC. 1 .15 FROM BB 8351 Rovaga Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. L D W Sacramento,CA 95828 For more information see chis job's general notes page and these web= SPACING 24.0" J RE F- 1 VV9 7 1 7 5Z07 ALPINE. www.alpina itw.com; TPI: www,tpinst.org: !RCA: wvw.sbcindustry.com; ICC: awe.iccsafe.org Rannwa ANTROO17 IBIS DWG PREPARED FROM COMPUIER INPUT (LUAUS & UIMLNSIUNS) SUMMED BY TRUSS MER. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - P1 ) Top chord 2x4 HF #2 120 mph wind, 19.99 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 :W1 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W3X5 1.00 L 1.25 6X6= 1.5X4 Ill 3X3= I 0 El F 5 3x5 4-4-2 4-5-12 4X8 W1 (a) 10 \\\\\\\\\\\ `k 11 0-4-1 k all 0-7-8 3X5=old _ 00 18-0-0 ! / 3X5= 3X5 III 1 5X4111 3X5(A1)= 3X5(R) III 1-2-0-0—>i I 2-8-02 77118811�3-0 2-9-82 Fc 9-11-4 `I, 3-10-12 2-8-0 01318 8-1-0 'T` 2-9-8 I EKz 13-10-0 Over 2 Supports { R=814 U=27 W=5.5" R=567 U=34 W=3.5" RL=102 Design Crit: IRC2012/TPI-2007(STD) ,E0 PR0P8 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .40 4. :1 OR/–/1/–/–/R/– Scale =.4375"/Ft. 1 ` Truss Components of Oreon (503)357-2118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175– 67439 825 N 4ttt Ave,Cornelius OR 97113 "I T " FURNISH THIS DRAWING To ALL COMPACTORS INCLUDING THE INSTALLERS. 1957���Q 2 TC LL 25.0 PSF Trusses require extrema are in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 10.0 PSF DATE 10/26/16 the latest edition ofBCSic(Building Component Safety Information, byTPIand WTCA) for safety practices prior %I �_ ra o performing these functions. Installers shell provide temporary bracing Per BCS1. Unless noted otherwise^ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 40 BC DL 7.0 PSF DRW CAUSR7175 16300059 ,4�LO sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 1i 7/20 6 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 OREGON BC LL 0.0 PSF CA-ENG JCJ/CWC 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses, 'VA. 4.0n.20,19#_ 1r TOT.LD. 42.0 PSF SEQN- 68647 A seal on this drawing or carom papa listing this drawing, indicates acceptance of professional engineering w• .0_1r DUR.FAC. 1 .1 5 FROM BB responeibillty solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 Rovana Circle responsibi I Ity of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this job's general nates page and these web sites: • ALPINE: ww.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www,lccsafe,org Renews 6/3012017 SPACING 24.0" J REF– 1 VV9 7 1 7 5Z07 THIS DWU PREPARED I-RUM UUMPUIhR INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - P2 ) Top chord 2x4 HF #2 120 mph wind, 20.41 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow toad 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 III 0 3X5s% 5-2-2 5-3-12 5 0-4-1 Il — I g 18-0-0 / 1 1.5X4 III 3X5= 3X5(A1) =- 3X5(R) III 1... --2-0-0--->i 6-3-8 11-11-4 5-7-12 ''f` 1-10-12 I- 13-10-0 J R=764 U=24 W=5.5" R=617 U=45 W=3.5" RL=121 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) .�c0 PRDF°FS FT/RT=2%(0%)/4(0) 16.01 . 64 . ,; at,.F 3j•. :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 'e2AN 1MMING1aa READ AND FOLLOW ALL NOTES ON THIS DRAWING! F TC LLPSF 825 N 4th Ave,Cornelius OR 97113 sowIMRORTANr•e FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r. 19575 y 25.0 REF R7175- 67440 Trusses require extrema 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 o , TC DL 10.0 PSF DATE 10/26/16 1a 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 /- j BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per 8CS1 DRW CAUSR7 175 16300062 A LP-) sections B3,D Details, or unless as applicable. Apply plates to each face of truss and position as shown above and on 11 7/20 6 I the Joint Details. onlays noted otherwise. Refer to drawings 16OA-Z for standard plate Positions. BC LL 0.0 PSF CA-ENG J CJ/CWC Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ay, o AN ITW COMPANY installation&bracing of trusses. 9,6 'en,20,5se0 4.V TOT.LD. 42.0 PSF SEQN- 68649 this. A weal on this drawing or cover page listing is drsaing, indicates acceptance of professional engineering responsibility solely far the deelgn shown. The aultablllty and use of this drawing for any structure Is the O`0 W• DUR.FAC. 1 .15 FROM BB 8351 ROv886 Circle responsibility of the Building Designer par ANSI/TPI 1 See.2, Sacramento,CA95828 For more information see this job's general notes page and these web sites: KeneWsalaazoTT SPACING 24.0" JREF- 1 VV97175Z07 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com: ICC:www.iccsafe.org IHIS UWU PREPARED I-KM(;UMPUIER INPUI (LOADS & I)IMENS IONS) SUUMII IED EP( I RUSS MI-R. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - S ) Top chord 2x4 HF #2 120 mph wind, 20.78 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III . 3X5! forl 5-11-10 6-0-13 5 i iiiilll 0-4-1 oll il Hi �1 \ 18-0-0 i i 1.5X4 III 4X5(R) III 2X,(A )- 2-0-0 2"12 ,c 7-1-0 >L 6-2-8 —.6.2 7-1-0 6-5-4 i< 13-6-4 Over 2 Supports >{ R=747 U=19 W=5.5" R=581 U=54 RL=139 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFIT PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0• (0 ``. `r0 Y:6 OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components 503 357-2118 ••MYARAIINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! & 'i,03Flc 'y REF R7175— 67441 p )) ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 2 5.0 PSF 825 N 4th Ave,Cornelius O 97113 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 9r TC DL 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shall provide temprary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �/ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 411116, - BC DL 7.0 PSF DRW CAUSR7 1 75 16300095 ,4��0� ' sections 83, 87 or B10, as applicable. Apply plates to each face of trussLand position as shown above and on 1, 7/20 I ' the�einc Details, "mess noted atnenwiae. Re£er to drawings 1soA-z farandara plata poaitiane. 1 L V BC LL 0.0 PSF CA—ENG JCJ/CWC I Alpine, a division of ITN Builtling Components Croup 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, Wasi ' AN ITW COMPANY installation 8 bracing of trusses, v A 9 sn,20,iv' Q' TOT.LD. 42.0 PSF SEQN— 68652 r easspo on ably drawing or the rd mlgn listing this uitabi l i indicates use ofaSRI.dr of drawing Maur. Is t ROIL D w•N� DUR.FAC. 1 .15 FROM BB responsibility solely for cow replan listi The drawing, and eof this oe of p fee elq el engine Is the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.n.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com; TPI, www.tpinst.arg: WTCA: www.sbcindustry.com: ICC: www.iccsa£e.org Renews 613012017 SPACING 24.0" J REF— 1 VV97 1 7 5Z07 THIS UWG PREPARED FROM GUMMIER INPUI (LUAUS & DIMENSIONS) SUMMED BY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - S1 ) Top chord 2x4 HF #2 120 mph wind, 20.62 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 2x6 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. 3X3 ii 3X5! W3 0 5-8-15 5 1---- 0-4-1 0-4-1 0-3-8 WIT o 0 ■Yj ,, 18-0-0 / A \J 1.5X4 111 3X7= 2X4(A1) Lc---2-0-0-- ...1 7-1-0 ›.f.c 6-5-4 k13-6-4 Over 2 Supports >i R=750 U=20 W=5.5" R=533 U=45 RL=132 Design Crit: IRC2012/TPI-2007(STD) EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . .• (0 !N. F6'0 Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 'wwMUIINGIe* READ AND FOLLOW ALL NOTES M THIS DRAWING! 043F�+ O 825 N 4th Ave,Cornelius OR 97113 — ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /Q TC LL 25.0 PSF REF R7175- 67442_ a • Trusses require treme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9576 9 the latest edition of RCS! (Building Component Safety Information, by TPI and NTCA) for safety practices prior P r TC DL 10.0 PSF DATE 10/26/16 tx to performing these functions. Installers shall provide temporary bracing par SCSI. Unlessnoted otherwise, N _ op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� BC D L 7.0 PSF rich ceiling.7 Locations shown for permanent lateral restraint of webs shall have bracing stalled par SCSI DRW CAUSR7175 16300073 .4 LIF)-..N ; sections 8D Details, or unless as applicable. Apply plates to each face of for stantl position as shown above and on L the joint Deieils, unless noted otherwise. Refer to drawings 160A-7 far standard plate positions. L V BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of TIN Building Components Group Inc, shall not be responsible for any deviation from this 10 OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY install atton&bracing of trusses. •9R" Uli� e. ah,20 �ssm WW/ TOT.LD. 42.0 PSF SEQN- 68654 . A seal on this drawing or cower page listing this drawing. Indicates sept.nes of professional engineering responsibility solely for the design shown. The suitability and use of this drawing far any structure I.the �L O W DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this job's general notes page and these websites: f ALPINE: www.alpineitw.com; TPI; www.tpinst.org; NTCA: www.sbcindustry.com; ICC: www.iccsafe.org ReneWB6/9012017 SPACING 24.0" J RE F- 1 VV97 1 7 5Z07 IRIS UWG PREPARED I-HUM COMPUIER INPUT (LUAUS & DIMENSIONS) SUHMIIIEU BY TRUSS MFH. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - S2 ) Top chord 2x4 HF #2 120 mph wind, 20.20 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. Right end vertical not exposed to wind pressure. 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= 1.5X4111 t � � i 1.5X4 40.11, 4-9-2 4-10-12 5 I-- 0-4-1 ►_� ` 18-0-0 / r 3X5 4X5(R) III 3X5(A1) ---2-0-0---->i I 5-9-8 10-11-4 5-1-12 >16 2-7-0 2-7-0 L- 13-6-4 J R=751 U=24 W=5.5" R=563 U=41 RL=111 Design Crit: IRC2012/TPI-2007(STD) w EO PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16,01 . 0. �9 % 4'0 Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ""WARNINGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��( 4. O 825 N 4th Ave,Cornelius OR 97113 ...WORM/NT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 TC LL 25.0 PSF REF R7175- 67443 Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow 19575, the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shell 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 inI-stalled per(SCSI � BC DL 7.0 PSF DRW CAUSR7175 16300071 A�� I sections 83, 87 or B10, as applicable. Apply plates to each face of trussand position as shown above and on ' i I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. 1 1 /20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this 0 OREGON drawing, any failure to build the truss in conformance with ANSI/1P1 1, or for handling, shipping, AN ITW COMPANY in.. I on this bracing of trusses. "94k4.1.0....2 `en.20.1990 tot. TOT,LD, 42,0 PSF SEQN- 68657 • A seal o1 thio drawing or corer peg* listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design.hewn. The suitability and use of this drawing for map.structure Is the 01,D W•N DUR,FAC, 1 .15 FROM BB 8351 RovanaCrcle responsibility of the Building Designer per ANSI/TPI 1 Seca. Sac!amento,CA 95828 For more information see this Jobs general notes page and these web sites: JREF- 1VV97175Z07 • ALPINE: www.alpineltw.com; TPI: www.tp;nst.org: WTCA: www.sbc;ndustry.com, ICC: www.iccsafe.org Renews 6190!2017 SPACING 24.0" THIS UWU PREPARED FROM CUMI'UIER INI'UI (LUAUS & DIMENSIONS) SUHMIIILU HY MUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - S3 ) Top chord 2x4 HF #2 120 mph wind, 19.78 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. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 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. Right end vertical not exposed to wind pressure. 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. 4X5EE 1.5X4 III CI 1.5X45 Be4-0-123-11-2 4-0-12 5 0-4-1 1 I 1 +18-0-0 / / 3X5= 4X5(R) III 3X5(A1) 1.<---2-0-0-- -1 I` 4-9-8 8-11-4 4-1-12 alp 4-7-0 I, 13-6-4 R=760 U=27 W=5,5" R=563 U=34 RL=93 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0 ' . Ft91' Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (5031))357-2118 ..WARNINGI em READ AND FOLLOW ALL NOTES ON THIS DRAWING! \ 1.G I iak • 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F4b ' TC LL 25.0 PSF REF R7175- 67444 19575 require extreme care in fabricating, handling, shipping, installing end bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTGA) for safety practices prior . t' to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, N TC DL 1 0.0 PSF DATE 10/26/16 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 BCSI /- '/ BC DL 7.0 PSF DRW CAUSR7175 16300072 .4��0� sections 83, B7 or B10, as applicable. Apply plates to each face of'trussrand position as shown above and on 11 7/20 I the Joint Details, unless noted otherwise. Refer to drawings face fors ands rd plate as shown b Alp;me, a division of ITN Building Canponents Group Inc. shall net be responsible far any deviation from this OREGON BC LL 0.0 PSF CA—ENG J CJ/CWC drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, or for handling, shipping, AN 17WCOMR4NY installation&bracing of trusses. 9 fin.20,194. Qa TOT.LD. 42.0 PSF SEQN— 68659 • A seal on this drawing or cover pegs listing this drawing, Indicates.eesptarws of professional engineering responsrespensibi l ittyy ooffl"tha Building Designer design per AM I/TPI 1 Sec.2 and use of tlw!s dr.wlnq for.wp..truct.r. is the Qk D •N"r DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle , Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF— 1 VV97175Z07 ALPINE: www.alpineltw.com, TPI: wxw.tpinst.org; WTCA: wew.sbcindustry.com, ICC: www.iccsafe.org Renews 8/3012017 THIS UWU PREPARED FROM UOMI'UIER INPUI (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - KG ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 72 plf at -2.00 to 72 plf at 3.94 TC- From 36 plf at 3.94 to 36 plf at 9.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 72 plf at 9.06 to 72 plf at 15.00 anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC BC- From 4 plf at -2.00 to 4 plf at 0.00 DL=4.2 psf. BC- From 7 plf at 0.00 to 7 plf at 13.00 BC- From 4 plf at 13.00 to 4 plf at 15.00 Wind loads and reactions based on MWFRS. TC- 7.49 lb Conc. Load at 3.89, 9.11 BC- 49.37 lb Conc. Load at 2.00,11.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 116.24 lb Conc. Load at 4.00, 6.00, 7.00, 9.00 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. 4X5= 1.5X4111 4X5= - I5 1 5 x 0-4-1 1-11-12 [ I I o- -1 li 1.5X4 III 3X7-= 1.5X4 III - 1 3X5(A1)= 3X5(A1)'--- 2-0-0 2-0-0 1-<---2-0-0� IF- >) F` 3-11-4 sf 2-6-12 2-6-12 3-11-4 H L- 3-11-4 _I, 5-1-8 ,1_, 3-11-4 J 1< 13-0-0 Over 2 Supports R=861 U=30 W=5.5" R=861 U=30 W=5.5" Design Crit: IRC2012/TPI-2007(STD) ,g.0 PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00 - 6'1?' Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. .".199941,4451..Truss Components of Oregon f5031357-2118 READ AND FOLLOW ALL NOTES ON THIS DRAWING! PG 1 • 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C7 02 TC L L 2 5.0 PSF REF R7175- 67 445 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 18575 P the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier ' r TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installersshallprovide temporary bracing per BCS1. Unless noted otherwise, N 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 BCS/ DRW CAUSR7175 16300091 ,4�� �� sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above end on 1 1 7/20 6 ' O I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. V BC L L 0.0 PSF CA-ENG J CJ/CWC Alpine, a division of ITW Building Components Croup 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, r AN ITW COMPANY installation&bracing of trusses. A seal en this drawing or.over pegs listing this drawing, indicate..eeeptance of profession.' engineering '9RO`.20,101)N� TOT.LD. 42.0 PSF S EQN- 68718 responsibi I ity solely for the design shown. The suitability and.se of this drawing for any.tructu.re is theDUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sac.z. Sacramento,CA 95828 For more information see this Jobs general notes page and these websites; SPACING 24.0" JREF- 1VV97175Z07 ' ALPINE; www.alpineits.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC; www.iccsafe.org Renews 6/3012017 I H IS UWG PREPARED I-RUM COMPUIEK INPUI (LUAUS & DIMENSIONS) SUM I IIE1) BY IKUSS MI-K. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - K ) 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. In lieu of structural panels use purlins to brace all flat TC (4) 24" OC. 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. 4X5= 4X5= _ —� 5 5 I 2-9-12 0-4-1 0-4-1 li [\\I= k / 9-0-0 1.5X4 III 3X5= 2X4(A1)= 2X4(A1) --2-0-0--� _�-2-0-0--� 4.1 5-11-4 :0-1-8+ 5-11-4 L- 13-0-0 R=792 W=5.5" R=792 W=5.5" RL=55/-55 Design Crit: IRC2012/TPI-2007(STD) DEQ PRopk, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .10 b G f.F `r.21 :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 •`wARNINci RES AND FOLLOW ALL irons ON THIS DRAWING! F 'y TC LL 25.0 PSF REF R7175- 67446 825 N 4th Ave,Cornelius OIL 97113 ...IMPORTANT** FURNISH THIS DRAWING To ALL Ga rrRAGTDRs INCLUDING THE INSTALLERS. 19575 '9 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �lTC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shell provide temporary bracing Per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached // ,011116,4 rigid coiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7 1 7 5 16300096 ��0+ i sections 63, 8]or 610, as applicable. Apply plates to each face of trussrand position as shown above and on 11 7/20 6 Ill J I the Joint Uetafls, unless n tatl otherwise. Refer to drawings 16oA-Z farandard plata peaitinne. OREGON BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a y failure of 1bu Building Components Graup Ina, shall not be responsible for any tlavietion From this 1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,1-1 Y, ftei AN ITW COMPANY installation&bracing of trusses. I `84.2o,999 4._P TOT,LD. 42.0 PSF SEQN- 68720 • A goal on thin drawing or cover pegs !!sting thin drawing, indicates eeaptenoe of professional engineeringrnasons -10i.0 v 8351 Rovana Circle rasponslbi I Ib of l the for Designer the design par ANSI/WI 1 S.e.2 a��`of �I'drawing for aro structure I.the DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wmv,tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews 6!3012017 SPACING 24.0" JREF- 1VV97175Z07 THIS UW6 PREPARED 1-KOM COMI'UIEK INPUI (LUAUS & DIMENSIONS) SUMMED BY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - K1 ) 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(R) HI — 15 5 F— 3-0-9 0-4-1 0-4-1 • if 1211 9-0-0 1.5X4111 Eti \ • 2X4(A1)= 2X4(A1) Lc---2-0-0-- N..` 6-6-0 -- 6-6-0 T200� L 13-0-0 J R=720 W=5.5" R=720 W=5.5" RL=58/-58 Design Crit: IRC2012/TPI-2007(STD) CEO PROpes PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0" 6 a j. ' :5 OR/-/1/-/-/R/- Scale =.4375"/Ft. AN Truss Components of Oregon (503)357-2118 '"WARN INGIeT READ D FOLLOW ALL NOTES ON THIS DRAWING! C9 ` - q. ti,9 TC LL 25.0 PSF REF R7175- 67447 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow TC DL 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WICA) for safety practices prior %t Il to performing these functions. Installers shall provide temporary bracing per BCSI. Unlessnotedotherwise,Oitillikk 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 per BCSI �S BC DL 7.0 PSF DRW CAUSR7 1 75 16300097 sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 11 27/20 6 r 7,-::::::::7.0:7:::;;;::-.7::77. he Joint petails, unless no[etl othe wise. Refer to drawings 160q-Z forstand bl plata positions. OREGON v All'J 0 N a BC LL 0.0 PSF CA-ENG JCJ/CWC Alpinea division of ITW Building Components Group Inc. shall n t be responsible for any tlevie[ion from this tlrawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY instal laden&bracing of trusses. "'Pk 20,1941 TOT.LD. 42.0 PSF SEQN- 68722 A ml on this drawing or wooer pegs listing this drawing, indicates acceptance of profrslenel engineering rwponeibil Ity solely for the design Mown. The suitability end use of thls drawing for any structure Is the -OC D �y.Nv' 835IRovanaCircle responsibility of the Building Designer per ANSI/IPI 1 Sec,2. DDR.FAC. 1 .15 FROM BB Sacramento,CA For more information see this Job's general notes page and these web sites: Renews 6)3 17 SPACING 24.0" JREF- 1 W97175Z07 ALPINE: www.alpineltw.com; TPI: www.tpinst.org: MCA, www.sbcindustry.com: ICC: www.iccsafe.org THIS UWG PREPARED i-HUM COMPUILH INPUI (LUAUS & DIMENSIONS) SUBMIIIEU BY !RUSS MI-H. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - K2 ) 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1,10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [12] W1.5X4 S 2.25 4X5(R) III 11011110141,111540411 3X5 I 5 3-0-9 0-4-1 2-0-14 o 4 la-f.:4,714 4_9-0-0 I i 3X5= 1.5X4[12] III 2X4(A1) LE---2-0-0 >_ 6-6-0 2-4-0 J 8-10-0 J R=589 W=5.5" R=355 RL=43/-30 Design Crit: IRC2012/TPI-2007(STD) CEO PRO% PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 . *. 6 `�'� ( ) ( ) tJG �� :2 OR/-/1/ /-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "'�uwNlncl"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! C9 .� 9 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT" FURNISH THIS DRAWING TO ALL CdtnGCTORS INCLUDING THE INSTALLERS. 19575 REF R7175- 67448 Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow r the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior f /I TC DL 10.0 PSF DATE 10/26/16 to performing e orming these functions. Installers shall providetemporarybracing per BCSI. unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /- rigid ceiling. Locations shown for permanent lateral train of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16300098 sections 63, B7 n, 610, as applicable, Apply plates to each face of trussand position as shown above and on 11 7/210 6 ,4 LL O)� I n, the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plata positions. OREGON BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 17W COMPANY instal lotion bracing of trusses. IPA. `an,20 +gO_�P TOT.LD. 42.0 PSF SEQN- 68724 • A sspol on MIs. drawing or cover pegs listing Thee drawing, Indicates eeeptanca of professional engineeringO responsibility solely for theM design shorn. The suitability and use of ie drwirg for any structure Is the C 0 W• DUR.FAC. 1 .15 FROM BB 835111fIvaDA Circle nespnnsiblllty of the Building Designer per ANSI/TPI I Sec.2. Sacmmenlo,CA95828 Far more information see this mhos general notes page and cues*web sites: Renews 813012017 SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www,alpinaitw.can; TF1: www.tpinst.org; WTCA: www.sbcindust ry.com; ICC: www,iccsafe.org THIS UW(i PREPARED FROM UUMPUILR INPUI (LOADS & DIMENSIONS) SUBMIIILU HY INUSS MI-N. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - G ) 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 JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 5 1 R=30 3X5 11 ' 1-8-4 0-11-0 Nil U MIMIIIIIiIll li) 9-0-0 i gemo 3X3 R=27 Rw=28 U=12 1.5X4[4] III -2-0-0---›.1 L- 1-10-3 J R=314 U=11 W=5.5" RL=26 Design Crit: IRC2012/TPI-2007(STD) PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. .+ 0- PL. Y:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon ((503))357-2118 wewANNlNclew READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,,,f.." aG[N F�� 02 TC LL 25.0 PSF REF R7175- 6 7449 Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI end IYTCA) for safety practices prior / %,/ , � TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, /1 16,4 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgitl ceiling. Locations shown for permanent lateral rastr int of webs shall have bracing install d per BCSI -� BC DL 7.0 PSF DRW CAUSR7175 16300089 A �0)P sections 63, 87 or B1g, as applicable. Apply plates to each face of iru antl position as shown above and an IflLlll� 1 the Joint Details, unless noted otherwise. Refer to drawings /60A_Z for sstandard plate positions. 11 7/206` BC LL 0.0 PSF CA-ENG JCJ/CWC Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, or for handling, shipping, /� AN ITW COMPANY installation&bracing of trusses. Y/ TOT,LD. 42.0 PSF S EQN- 68615 . A awl on this drawing or Dover page listing this droning, Indiestes ssesptanw of professional enginwring 1 "'tn.20.1941! ' responsibility solely for the design shown, Thew, soltabi lity and use of this drawing for any structure is the `/ 8351 Rovana Circle respelbn lty or cl»fl i Idlnp Designer p.r ANSI/rPl T Seca. OI D W DUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information see this job's. general metas page and rheas web s;tee: SPACING 24.0" JREF- 1VV97175ZO7 ALPINE, www.alpinaitw.<om; TEl www.tpinstorg; WrCA: www.sbcindustry.com: ICC: www.iccsafa.org Renews&9012017 I IBIS UWO PREPARED FROM COMPUIER INPUI (LOADS & DIMENSIONS) SUHMIIIED BY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - G1 ) 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.50 1.5X4 III 5I 1 I 3X5 2-6-4 0-111-0 M ll ARCON 3X5(R) III 1.5X4[3] III t<--2-0-0 >I 3-10-3 J R=356 W=5.5" R=125 U=7 RL=40 Design Crit: IRC2012/TPI-2007(STD) , O PROpp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0• .+ tS `TY:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 **WARNING1". READ AND FOLLOW ALL NOTES ON THIS DRAWING! G,5 NATC LL 25.0 PSF G1Nq. 'O 825 N 4th Ave,Cornelius OR 97113 '•IMPORTANT•• FURNISH THIS DRAWING To ALL coNrRACTORs INCLUDING THE INSTALLERS. n 2 REF R7175- 6 7450 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 -T 9 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior . I TC DL 10.0 PSF DATE 10/26/16 o performing these functions. Installers shall provide temporary bracing Per SCSI. Unless noted otherwise, ,1 cop 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 44011 iDRW CAUSR7175 16300088 .4�� sections 63, 87 or 610, as applicable. Apply plates to each face of trussand position as shown above and on � 0 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstantlertl plate positions. 1, /�20 6 BC LL Aipina, a division of ITN Building Components Group Inc. shall nut ba responsible for any tlaviatlon from this OREGON 0.0 PSF CA-ENG J CJ/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. v/ TOT.LD. 42.0 PSF SEQN- 68617 A seal on this drawing or Dover pege listing this drawing, Indioscss acceptance of professional engineering 9 `on.20,199 r..pas!blI ity solely for the design slump, The suitability and Lisa of this drawing for any structure I.the responsibility It,er the Building Designer per ANSI/NPI 1 See,z. Rod Ni DUR.FAC. 1 .15 FROM BB 8351 RovanaCircleD vv. r- For more information see this Job's general notes page and these web sites: SPACING 24.0" ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WrCA: www.sbcindustry.<om; ICC: www.iccsafe.org Renews 613012017 J REF- 1 VV97 1 7 5207 IRIS UW(i PREPARED FROM COMPUTER INPUI (LOADS & UIMLNSIONS) SUM!IIED BY TRUSS MFR, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - G2 ) 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.50 1.5X4 III 5 1— j 3X5.- 3-4-4 0-iIt 0 M. EJ, IIIIII 90- 0 11102E4 3X5(R) III 1.5X4[3] III Lc- -2-0-0 'i_ 5-10-3 J R=429 W=5.5" R=225 U=9 RL=53 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0414' .F' FS+ $TY:2 OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon 503{1357-2,118 eewANNINGImm READ AND FOLLOW ALL NOTES ON THIS DRAWING! N `p/ 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT*. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �S' OG� E�r� OZ TC LL 25.0 PSF REF R7175— 67451 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19675 TC DL 1 0.0 PSF DATE 10/26/16 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior r to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint o£webs shall have bracing installed per BCSI j 40 BC DL 7.0 PSF DRW CAUSR7 175 16300087 sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and o 4/ A�LF)_N 1 the joint Data:Is, unless noted otherwise. Refer to drawings 18no_z £or standard plata positions g i 1.1 "7120 6 BC LL 0.0 PSF CA—ENG JCJ/CWC Alpin, a divas:on of Ibu Bd the g Components Croup Inc, shall not ba responsible for any tlppiation from this OREGON I drawing, any Pallors to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. .../ TOT.LD. 42.0 PSF SEAN— 68619 . A seal on this drawing or never page listing this drawing, indltea acceptance of professional engineering 9 9 responsibility solely for the design sham. The eultabl llty end use of this drawing for any structure is the "�V♦A•20•,9 DUR,FAC. 1 15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI T S.e.z. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: OCA W w SPACING 24.0" JREF- 1VV97175Z07 ' ALPINE: www.alp:neitw.com, TPI: wew,tpinst.org; WICA: sww.sbcindustry.comi ICC: waw.iccsafe,org Renews RIVV'M17 IRI S UWIi PREPARED 1-ROM COMPO I LR I NPU I (LUAUS & LI I MINS I DNS) SUHM I I I EU BY I RUSS Mt-B. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - G3 ) 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 111 • 3X5 5 1 111114A4-2-11 1.5X4111:1100:11000000000000.°°.'''''-- 4 III 0-11-0 `d II - _� 9-0-0 OPMC50 3X5(R) III 3X5(R) III 1.<---2-0-0 >.I 3-11-10 ,i_ 3-11-10 J 7-11-4 Over 2 Supports =+ R=511 W=5.5" R=321 U=11 RL=68/-20 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . ®'* e'Es 1TY:8 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Ore on (503)357-2118 ""WARNINGI"" READ ACID FOLLOW ALL NOTES ON THIS DRAWING! / 825 N 4th Ave,Cornet Us OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,, OG'N F � !CO TC LL 25.0 PSF REF R7175- 67452 _ Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and fellow 19575TC D L 1 0.0 PSF DATE 10/26/16 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior n to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, ,011164 top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached 401°111' BC DL 7.0 PSF DRW CAUSR7 1 75 l 6300092 rigid tel Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or BIO, as applicable. Apply plates to each face of truss and position as shown above and on f/� - A�I Oil A ' I i thaJont Oxtails, unless noted ocharwise. Refer to drewi ngs 160A-Z for standertl plate positions. 1' /20 L lu, ' \v' I alpi�'�e, a division of ITw Building Components Group Inc shall oat be responsible for any deviation frau this V BC LL 0.0 PSF CA-ENG J CJ/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, e, OREGON AN ITW COMPANY instal tat i on&bracing of trusses. ./ TOT,LD. 42.0 PSF SEQN- 68621 A.p.1 on this drawing or cover d pasig. listing he.uitwing,ebi l i indicate.endgem a?shle dr wi professional s uct engineering t '� �8n,20,199 Gt. responsibility solely for the design.hewn. e suitability Iq.,le use of this drawing for any structure I.the 8351 Royana Circle respon.lbi l ity of the Building Designer per ANSI/TPI 1 Sec.2. O/ ^ o.Nw OUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s this job's general notes page and these web sites, `L/ SPACING 24.0" J REF- 1 W97 1 7 5207 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Rmmua M.XV9M7 1 THIS UWO PREPARED HADA CUMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIILU BY IROSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - G3GE ) 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 :W1, W3 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Right end vertical not exposed to wind pressure. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tabulated for 2X4 studs of the same grade. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.25 i IIIII i i 5 • 4-8-0 3X5 li• 0-1�1-0 h i ■ ■ ■ ■ ii W1r ■ ■ ■ ii ■ ■ 9-0-0 J 1.5X4[4] III 3X5= --2-0-0--->J r1-1-4 I 7-10-12 'I k9-0-0 Over Continuous Support R=125 PLF U=30 PLF W=9-0-0 RL=20/-3 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .94 ®'W op,.._ FF $TY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss Components of Oregon (503)357-2118 "wARNINGI e" READ AND FOLLOW ALL NOTES ON THIS DRAWING! G, I N �/ 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� �G FFA OZ TC LL 25.0 PSF REF R7175- 67453 Trusses require extreme cera in fabricating, handling. shipping, installing and bracing. Refer to and follow 19575 TC DL 10.0 PSF DATE 10/26/16 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, l cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ‘4116e rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI I- - ,II BC DL 7.0 PSF DRW CAUSR7175 16300086 ,4�L�� 1 sections 83, B7 or 810. as applicable. Apply plates to each face of trussand position as shown above and on ' I the Joint Dateils, unless noted otherwise. Refer to tlrewings 160A-Z forstantlartl plata pna;t;Ona. 11 -7/a) 6 BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a d;v;s;on of ITN Su;ld;ng Components Group Inc. shell not be respons;bla far any dev;at;on from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation a bracing of trusses. • ./ TOT,LD. 42.0 PSF SEQN- 68625 • A Neel on this drawing or cover pogo listing this drawing, Indicates ewtptonca of professional engineering9 �4A4946_ a. BB responsibility solely for the design ehwn. The suitability end use of this drawing for any strveturm Is the •tow 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seu.2. 'OLD W• � DUR.FAC. 1 .15 FROM Sacramento,CA 95828 For more information sae this}obis general notes page and these websites: SPACING 24.0" J RE F- 1 VV97 1 7 5207 • ALPINE: www.alpineitw.cw; TPI: www.tpinst.org; NTCA: www,sbcindust ry.com; ICC; www.iccsafe.org Renews W487D17 IHIS UWU PREPARED I-RUM (OMPUI-R INPUI (LOADS & UIMLNSIUNS) SUBMIIILU BY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - GG ) Top chord 2x4 DF-L #1&Bet. Special loads • Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 0 plf at -2.83 to 71 plf at 0.00 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' TC- From 2 plf at 0.00 to 2 plf at 11.16 BC- From 0 plf at -2.83 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 2 plf at 0.00 to 2 plf at 11.16 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 54.80 lb Conc. Load at 2.72 DL=4.2 psf. BC- 250.76 lb Conc. Load at 5.55 BC- 449.10 lb Conc. Load at 8.38 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 3.54 1---- 3X5ss 04 4-2-4 3X5 3X10(E3) III 1 01 0-10-13 ] ■ ,, 9-0-0 1 Lrl 3X5 III 3X3= 3X5(E3) Lcz 2-9-15 1"12 5-7-0 5-7-0 1 k 11-1-15 Over 2 Supports R=646 U=20 W=7.778" R=488 U=3 PLT TYP. Wave Design Crit: IRT/RT 2% 10% /4 (0 TD) 16.01 . 00 ,E E�P . 'S • Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components 503 357-2118 "11ARNINGI H READ AND FOLLOW ALL NOTES ON THIS DRAWING! �9 �G�NE O TC LL 25.0 PSF REF R7175- 67454 p ( ) ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 825 N 4th Ave,Cornelius OR 97113 _ U' Truss require a n fabricating, handling, shipping, installing and bracing. Refer t and fellow • 19576 '/r the latest edition ofrBCSlc(Building Component Safety Information, by TPI and INCA) for safety practices prior LI, TG DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers churl Provide ngad temporary bracing per all Unless noted otherwise, ' �� cop chord shall have properly attached structural sheathing and bottom chord shell have a properly attached Odilkh rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 4' f BC DL 7.0 PSF DRW CAUSR7175 16300042 T.A��0� 1 sections 63, 87 or B10, as applicable. Apply plates to each face of truss position as shown above and on _ I the Jelnt Details. unless oared otherwise. Refer to doings,OOA_Z for=andard plate positions. 11 .7/20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a tlivision of ITU Builtling Components Group Inc. shell not be responsible for any deviation from chis OREGON drawing, any failure to build the truss in conformance with ANSI/TPI t, or for handling, shipping, • AN ITW COMPANY installation a bracing of trusses. m .4 TOT.LD. 42.0 PSF SEAN- 68627 . A..al on thle drawing or corer paps listing this drawing, Indicates acceptance of professional 9 9g pre uctir..I.t IA, Q' DUR.FAC. 1 .15 FROM BB responsibility solely for the design shown. The wltabl Illy and use of this drawing for any structure Is CM 8351RovanaCrcle responsibility of the Roliaing Designer per ANSI/TPI 1 s.c.z. , Sacramento,CA95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alpineitw.com: TPI: www.tpinst.org: RICA: www.sbcindustry.com: ICC: www.iccsafe.org Renews 6/3012017 Oils DWI; PREPARED FROM COMPUILR INPUI (LOADS & DIMENSIONS) SUMMED HY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - C ) 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 -2.00 to 72 plf at 1.85 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 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- 15.43 lb Conc. Load at 2.00 BC- 22.64 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 93.30 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=117 5 1— r. 18-9-13 1 0-4-1 1-1-5 418-0-0 V 2X4(A1) —2-0-0 >< 1-10-3 >1.< 6-1-13 r 8-0-0 R=318 U=45 W=5.5" R=104 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP, Wave FT/RT=2%(0%)/4(0) 16,01 ,.• SF ,' S ‘ :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOre on (503)357-2118 "NARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! °a C,INF 825 N 4[h Ave,CorneLus OR 97113 ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �` c� t�,Q y TC LL 25.0 PSF REF R7175— 67455 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 10.0 PSF DATE 10/26/16 til to performing these functions. Installers structural provide to tgmanda by bracing per PCS!. Unless noted otherwise, /T top chord shall have properly attached stn rural shaetM1ing and bottom chord shall have a properly attached BC DL 7.0 PSF 01111164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI �- DRW CAUSR7 1 75 16300047 A�� l�� I ; sections 63, 67 or 610, as applicable. Apply plates to Bach face of truss and position as shown above and on the joint Details, unless noted other wise. Refer to drawin ICDA-Z far standartl plata pasitians. l l 27/20 6 BC LL 0.0 PSF CA—ENG J CJ/CWC Alpine, a division of IlW Building Components Group Inc. shall not he responsible for any tlaviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN WVV COMPANY installation&bracing of trusses, �e da le TOT,LD, 42.0 PSF SEQN— 68561 • A awl on this drawing Sr cover pogo listing this drawing, indicates oeeopt.neo of professional onginsering 9,Q 4.20,19 G` rwpenmlbl l lty solely for the design shown. The suitability u.e of this drawing for any structure I.ths p!p w_t DUR,FAC, 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Deelmi.r par ANSI/TPI 1 S.e,2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: , ALPINE: www.alpineitw.com; TPI: wew.tpinst.org; WiCA: wvw.sbcindustry.com; ICC: ww .iccsafe.org Renews 6130/2017 SPACING 24.0" J REF— 1 VV97 1 7 5207 IBIS UW(i PREPARED FROM UUMPUILR INPUT (LUAUS & DIMENSIONS) SUHMIIILU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - Cl ) Top chord 2x4 HF #2 120 mph wind, 18.72 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=107 U=7 5 I N. 4 19-7-13 1-11-5 0-4-1 I' 0 1 = " 18-0-0 r 2X4(A1) —2-0-0_>< 3-10-3 ›.I< 4-1-13 f 8-0-0 'I R=388 U=9 W=5.5" R-110 RL=47 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 10 i �/6 F61 :1 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components o£Oregon (5032357-2118 "�AN�IINcI*• READ AND FOLLOW ALL NOTES ON THIS DRAWING! F 825 N 4111 Ave,Cornelius OR 97113 •.IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • 19675 �41 I. TC LL 25.0 PSF REF R7175- 67456 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 10.0 PSF DATE the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 10/26/16 to performing A these functions. tlnshaliers shell provide temporary bracing per BCS1. Unless noted otherwise, lir - 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 SCSI /I -. BC DL 7.0 PSF DRW CAUSR7175 16300034 sections 83, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and onl A�LolII I I ; the Joint Details, unless noted otherwise. Refer to drawings 1600-Z forstandard plate positions. 1' 7/20 / ' `V' I Alpine, a division of I7W Building Components Croup Inc. shall not be responsible for any deviation from this /e� OREGON BC LL 0.0 PS F CA-ENG J CJ/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, v' AN ITW COMPANY installation a bracing of trusses. V -4..20,0,0 �P TOT.LD. 42.0 PSF SEQN- 68563 A pot on this drawing or cover sign shown. this drawing,l I l {nand use acceptance dr wi g for., sa uct{re le t OL 0 .�► DDR.FAC. 1 .15 FROM BB responsibilitynthis drawly for ctheov r page listing The wlty and tee mf this ce of p for any el engineering ri the 8351Rovana Circle resporeiblllty of the Building Designer per ANSI/TPI 1 Swa.2. Sacramento,CA 95828 For more information see this job's general notal pain and these web sites, RelIews i e 0'IT SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbc;ntlustry.com; ICC: www.i<csafa.org THIS UWU PREPARED I-RUM COMPUILK INPUI (LOADS & DIMENSIONS) SUHMIIIED HY !HUSS MI-K. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - C2 ) Top chord 2x4 HF #2 120 mph wind, 19.14 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. 5 1.1 `� 20-5-13 R=174 U=21 2-9-5 0-4-1 0-3-8 y 1 b 1Maill 0 18-0-0 i 1 I 2X4(A1) -2-0-0 >< 5-10-3 >I< 2-1-13—ed 8-0-0 '1 R=455 U=10 W=5.5" RL=65 R=116 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . .. s `�'nr :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. •MNI Truss Components of Oregon (503)357-2118 ' RNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! NGS �' • 825 N 4th Ave,Cornelius OR 97913 ”IMPORTANT" FURNISH THIS DRAWING to ALL CONTRACTORS INCLUDING the INSTALLERS. Ij 19575 TC LL 25.0 PSF REF R7175- 67457 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior l' 1 TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached -- rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI / / BC DL 7.0 PSF DRW CAUSR7175 16300061 .4�� I sections 83,DDe87tails, or unless as applicable.other Apply plates to each face of for and position as shown above and on i 7/2� 6 i ) I the JointBetaila, unless n tetl otherwise. Refer to drawings 160A-2 for standard entlard plate positions. BC L L 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this 0 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. g' i .14,•20 X090 P TOT.LD, 42.0 PSF SEAN- 68565 r.poi onb this dsolely or cover pegs Moth.the.drsuitability indicate*a..of this dr of professional a yn.l uct!r..r0 A. W.r- DDR.FAC. 1 .15 FROM BB responsibility lnlliis drawln for the design dhoti the.dawin ,ty dic u..of.pt.cedrawingprofr sirny al enguro rl the 8351 Rovann Circle r.dpan.lblllty of the Building Designer per ANSI/7P! 1 S.o.2. Sacramento, For more information see this jobs general notes page and these websites: Renews 6/3012017 SPACING 24.0" JREF- 1VV97175Z07 . ALPINE, www.alpineitw.com; TPI: www.tpinst.org: WTCA: w•w.sbcindustry.com; ICC: www.iccsafe.org IRIS UW6 PREPARED FROM (;)MPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY I RUSS MI-R. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - C3 ) Top chord 2x4 DF-L #2 120 mph wind, 19.59 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 2X4 SIF 5I 3-8-1 0-4-1 giiiiiiiiiiiill■ m18-0-0 1.5X4[9] M 2X4(A1) L<---2-0-0-->-1 8-0-0 R=523 U=14 W=5.5" R=314 U=24 RL=84 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) ,EO PRop6, FT/RT=2%(0%)/4(0) 16.01 . 10 . i g. 4 :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 eeWUMBH;l4e READ AND FOLLOW ALL NOTES ON THIS DRAWING! t.1G1 '��[` • 825 N 4th Ave,Cornelius 012 97113 "'IrPORTANr•• FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 'Q �'r TC LL 25.0 PSF REF R7175— 67458 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow w TC DL 10.0 PSF DATE 10/26/16 the latest edition of RCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior , �r to performing these functions. Installers shall providetemporary bracing per BCSI. Unlessnotedotherwise, , cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI O 7.0 PSF DRW CAUSR7175 16300043 actions B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 11 7/20 L A�LJ 1)_ N I ' sections .)Dint Details, unless noted otherwise. Refer to drawings 180::_2 for standard plate positions. n V BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITW Building Components Group inti shall n[ba responsible for any tleviation From this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lation&bracing of trusses. 9 "an,20,1990 101.LD. 42.0 PSF SEAN— 68569 A spo) on Chi*drsolely or cover design sign hown.lp the.drawing, ineldeuse ofrthis dr of g forsalyrel uct re le t 'S'OL o w•�� DUR.FAC. 1 1 5 FROM BB reseal iblIiie drleln Tor coo re listing The suitability end use of acceptance ce of p for any al engin rl the 8351 Rovaea Circle responsibility of The Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 Por more information see this Job's general notes page and these web sites: Rermwy6l3WM 7 SPACING 24.0" J RE F— 1 W97 1 7 5207 ALPINE: www.alpinaitw.cam; TPI: www.tpinst.org; WTCA, www.sbcindustry.com; ICC: www.iccsafe.org I IRIS DWG PREPARED FROM GUMMIER INPUI (LUAUS & DIMENSIONS) SUMMED HY INUSS MFR. • ( 0916099--JT ROTH CONSTRUCTION —Medallion Mdws lot 8 -- VERIFY TIGARD, OR — C3G ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF 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, 20.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 840.62 lb Conc. Load at 2.06, 4.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 864.40 lb Conc. Load at 6.06 DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [ 5] W4X8 S 4.25 [ 6] W4X8 S 1.25 [10] W4X5 1.50 R 2.25 1.5X4 ID 4X8[6]s% •041151 11 3-8-1 1111111 0-4-1 -alligligillill i jimmiiim �' 4., 18 0-0 ' —� 4X8[5] III 4X5[10] 3 7('1)= L- 4-4-9 3-7-7 I Er 8-0-0 Over 2 Supports R=1591 U=75 W=5.5" R=1584 U=76 Design Crit: IRC2012/TPI-2007(STD) ,ED PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. �8t• �S' 0 Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI•• READ Aral FOLLOW ALL NOTES ON THIS DRAWING! & al�� EF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 TC LL 25.0 PSF REF R7175- 67459 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior r TC DL 10.0 PSF DATE 10/26/16 to performing those functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, i top chord shall have properly attached structural sheatM1ing and bottom chord shall have a properly attached 0411. / BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! DRW CAUSR7175 16300051 ,4�� i" ta sections B3, B7 or 610, as applicable. Apply plates to each face of truss end position as shown above and on 11 7/ 0 6 o I the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for a andard plate positions. 1 V BC LL 0.0 PSF CA-ENG JCJ/CWC 1 Alpine, a division of ITT 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 8 bracing of trusses. 'VA/'an,20 VA! �P TOT.LD. 42.0 PSF SEQN- 68602 A.pe in only drawing.r cover sign listing the.drawing, !daunts%of this dr wi gr for engineering is OL D W.N DUR.FAC. 1 .15 FROM BB A sal nil lis solely for the mage when. The suitability and t..of this acceptance of p rfr any al gni.the 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 S.c,2. Sacramento,CA 95828 For more information see this,job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.orgr WTCA; www,sbcindustry.com; ICC: www.iccsafe.org Renews 613012017 SPACING 24.0" J REF- 1 VV97 1 7 5Z07 I IRIS DWG PREPARED FROM GUMMIER INPUI (LUAUS & DIMENSIONS) SUMMED HY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - JGE ) 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 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Right end vertical not exposed to wind pressure. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tabulated for 2X4 studs of the same grade. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.25 i i 51 i i j 4-8-0 3X51% 0-3-13 I.��� 6 Win�� N 5 I i i ii 9-0-0 1.5X4[4] III 3X5= e -2-0-0--- 9-0-0 1.4'1-1-4-1- 7-10-12 'I f< 9-0-0 Over Continuous Support { R=125 PLF U=30 PLF W=9-0-0 RL=20/-3 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) Ep PROpp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,0e �13rf� 6%0 Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "MARKING) AND s• READ AFOLLOW ALL NOTES ON THIS DRAWINGI `�3`� 825 N 4th Ave,Cornelius OR 97113 ••INPORTAN'r•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, t�, C` y TC LL 25.0 PSF REF R7175- 67460 Trusses require extreme care in fabricating, handling, shipping, installingand brad 1 9576 the latest edition of SCSI (Building Com bracing. Rayer to and follow TC DL 10.0 PS F DATE 10/26/16 ( g ponena Safety Information, by TPI and ARCA) for safety practices prior II's' to performing these functions. Installers shell Provide temporary bo 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 par BCSI (4111W - BC DL 7.0 PSF DRW CAUSR71 75 16300084 ,4 L,1 ; sections B3, or 010, as applicable. Apply plat as to each face of truss and position as shown above and on /20 L J 1 the Joint Details, ls, unless noted otherwise. Refer to drawings 160A-Z Forstandard place positions. 610 BC LL I Alpine, a division of 1TW Building Components Group Inc, shell not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG J CJ/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of oat.,trusses. ii �•a.2U,1990'60 responsibility TOT.LD. 42.0 PSF SEQN- 68728 • • A seal on this drawing or cover page listing this drsing, indicates use acceptance of profssslensl Insert O responsibility solely for the design shown. The suitability end use of this dresl for engineering structure 1.the CD W W.N DUR.FAC. 1 .15 FROM BB 8351 RovaDa Circle respan.lbl l icy of the Building Designer per ANSI/TPI 1 See.z. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ' ALPINE: www.alpine;tw.comi TPI: www.tpinst.org; WFCA: www.shcindustry,com; ICC: www,iccsafe,org Renews 6/30/2017 SPACING 24.0" JRE F- 1 VV97 1 7 5Z07 i, IRIS UWU PREPARED I-RUM WMPUIER INPUI (LOADS & DIMENSIONS) SUM IILU BY TRUSS MI-K. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FG ) Top chord 2x4 DF-L #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x4 HF #2: TC- From 0 plf at -2.83 to 71 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 8.33 120 mph wind, 19.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 0 plf at -2.83 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 2 plf at 0.00 to 2 plf at 4.18 DL=4.2 psf. BC- From 2 plf at 4.18 to 2 plf at 8.33 BC- 24.16 lb Conc. Load at 2.72 Wind loads and reactions based on MWFRS. BC- 222.69 lb Conc. Load at 5.55 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 factor for dead load is 1.50. 1.5X4 111 I 3X5%- 2-3-5 3.54 F-- 101 2-9-5 0-3-13 it W1 F 1-1L0 18-6-0 1 3X3= ® 18-0-0 4 - -- 3X5= 2X4(A1) -.== 3X5 111 l 2-9-15 4-2-3 4-1-13 8-4-0 R=554 U=43 W=7.778" R=280 U=5 Design Crit: IRC2012/TPI-2007(STD) Ep PRO/( PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 . 0 ' sf F6',a' ( ) ( ) Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "MARMIMG1ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! c? 14G I 4Z 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 67461 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 - the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' %T TC DL 10.0 PSF DATE 10/26/16 o performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, 00116/4 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI a- . BC DL 7.0 PSF DRW CAUSR7 175 16300060 .4��0� sections B3, 87 or 81 as applicable. Apply plates to each face of cru end position as shown above and on 11 /20 6 I I the Joint Details, unless noted otherwise. Refer to drawings 16oA_Z forestandard plate position:. BC LL 0.0 PSF CA-ENG J CJ/CWC ! Alpine, a division of Ibu Builtling Components Group Inc, shall not be responsible for any tlppiaticn from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY instal laden a bracing of trusses. •9R'141.20,1990 V TOT,LD. 42.0 PSF SEQN- 68611 Indiciado. A seal on this drawing or cover page listing thin drawing, Indioatacceptance of profeealonal originating ponsresponsibbi l toyy solely tthe Buildingfor the�D.Designer pa Tho ANSI/Trsuitability. nod uw of fills drawing for any etr.,et„r. is the O I D ,A, DUR.FAC. 1 .15 FROM BB res8351 Rovana Circle (� •• Sacramento,CA 95828 For more nformatian see this job's general notes page and these web sites: SPACING 24.0" JREF- 1 VV97175Z07 . ALPINE: www.alpineitw.com: TPI: www.tpinst.org; PTCA: wrw.sbcindustry.com; ICC: www.iccsefe.arg Renews 6/30/2017 IRIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUHMIIIEU HY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - F ) Top chord 2x4 HF #2 120 mph wind, 18.31 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=30 N 0-4-1 5 1-1-5 m11111111111 18-0-0 V ►.1i 2X4(A1)- R=12 Rw=31 U=27 —2-0-0--- 1-10-3 Over 2 Supports R=340 U=26 W=5.5" RL=30 Design Crit: IRC2012/TPI-2007(STD) ,Ep PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00 : �s,?'Y:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 wsrARNING1.. REM Ara)FOLLOW ALL NOTES ON THIS!ARMING! 1 s p R 1 ••IMPORTArr•• FURNISH THIS DARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ../,„ TC L L REF R7175- 67462 825 N 4th Ave,Cornelius O 97 13C9 �G i. 25,0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and folio 1 9575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prier • 9r TC DL 10.0 PSF DATE 10/26/16 WA to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. ,t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed par BCSI I- e BC DL 7.0 PSF DRW CAUSR7175 16300067 .4���)�� ; sections B3, 87 or 610, as applicable. Apply plates to each face of cru and position as shown above and on 1i 7/20 6 I the Joint Retails, unless noted otherwise. Refer to drawings 160A-Z forsstandartl plate positions. L BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW CO MPANY installation 8 bracing of trusses. "an. 9g0 TOT,LD. 42.0 PSF SEQN- 68604 t.. Assel on this drawing or cower peps listing this drawing, Indicates acceptance of prefessla.l engineering •� 20. responsibility solelyfor the design shown. The eult.blllty end ties of this drawing for any structure Is the QC D W.N DUR.FAC. 1 .15 FROM BB 8351RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 S.c,2, Sacramento,CA 95828 For more information see this Job's general notes page and these websites: ' ALPINE: www.alpineitw.coe: TPI: www.tpinst,org: RICA: www.sbcindustry.com: ICC: ewe.iccsafe.org Renews 6/30/2017SPACING 24.0" J RE F- 1 W9 7 1 75207 THIS UWU PKLPAKLU -RUM CUMPUILK INPUI (LOADS & DIMENSIONS) SUHMII!EU BY !KISS MI-K, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - Fl ) Top chord 2x4 HF #2 120 mph wind, 18.72 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 JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [14] W3X3 S 1.75 1.5X4 III 3X5ss 5 I+• . 1-3-13 0-4-1 �i�ai 1-11-5 18-7-8 i b o 0-7-8 4 _� 18-0-0 4 3X3=-=. 3X3[1 4]_ 2X4(A1) 1.5X4 III L 2-0-0---->-1 2-11-8 3-10-3 _I1O"1ilJJ R=370 U=15 W=5.5" R=111 U=5 RL=47 • Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 . ItA ; '6'1' ( ) ( ) �• Y:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 •'WARNINGI•• READ AIN FOLLOW ALL NOTES ON THIS DRAWING! & �G1 tk. • 825 N 4th Ave,Cornelius 012 97113 "IMPORTANT" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INITIALLERS. N'41 2 TC LL 25.0 PSF REF R7175- 67463 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' �1 I TC DL 10.0 PSF DATE 10/26/16 I to performing these functions. Installers shall Provide temprary bracing per BCSI. Unless noted otherwise, _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI /-' BC DL 7.0 PSF DRW CAUSR7175 16300064 .4��0� sections 83, 67 or BID, as aoppllcable, Apply plates to each face of trussand position as shown above and on ! the Joint Details, unless n ted otherwise. Ra£ar to:7:::,1,6°::%:—....::::::d: rawings 16nA-Z farstandard place positions. ' EGO BC LL 0.0 PSF CA-ENG J CJ/CWC 1 Alpine, a tlivision of ITW 8uiltling Components Croup Inc. sM1ell not De 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 17W COMPANY installation a bracing of treses. .9� W.. 20,1-ea, �P TOT,LD. 42.0 PSF SEQN- 68636 A goal on this drawing or cover page listing this drwing, Indluns acceptance of professional engineering the 8351 Rovana Circle esp"onnsibitittyy oflthee y BuildingeeDees�igner peper ANSI/1PI 1 l Seci.�use of this droving for any.truces. I.the QCO W.N DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: . ALPINE: www.alpineitw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com; ICC: www.iccsafe.arg Renews 813012017 SPACING 24.0" J RE F- 1 VV97 1 7 5207 IRIS DWG PREPARED FROM COMPUILR INPUI (LOADS & DIMENSIONS) SUBMIIILU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - F2 ) Top chord 2x4 HF #2 120 mph wind, 19.16 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 :W1 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. 1.5X4 III P 3X5 2-2-4 5 I I 2-9-12 0-V-1 11 ��� `- 18-7-8 llir 3xs(R) III 0-7-8 • i _.,lilr18-0-0 i 3X3= 2X4(A1)= 1.5X4 III L.,,---2-0-0 J I" 2-11-8 J_ 2-11-12 J 5-11-4 'I R=443 U=13 W=5.5" R=218 U=15 RL=66 Design Crit: IRC2012/TPI-2007(STD) PRp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16,01 . 0. .+ 0- FFS ` Y:3 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon 5031(357-2118 ."NAIw1MG1"" REN)AND FOLLOII ALL NOTES ON THIS DRAWING! �y GINe. "p 825 N 4th Ave,Cornelius OR 97113 "IIpORTANf" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui r1 F,Q Z TC LL 25.0 PSF REF R7175- 67464 Trusses require extrema care ;n fabricating, handling, shipping, installing and bracing. Refer to and fallow 19157,,a the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, %!0411164, TC DL 10.0 PSF DATE 10/26/16 cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.7 Locations shown for permanent lateral restr int of AO shall have bracing installed per BCSI /- BC DL 7.0 PSF DRW CAUSR7175 16300058 A L� i sections 8D Details, or unless as applicable. Apply pletos to each face of trusstantl position as shown above end on JI the Joint Details, unless nnad otherwise. Refer to Inc. ha,SUA_Z far standard plate positions. 1i 7/20 6 BC LL 0.0 PSF CA—ENG J CJ/CWC Alpine, a division of ITN Building Components Croup Inc, shell 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, u, TOT.LD, 42.0 PSF SEQN— 68638 • A...l on this drawing or cover ppe listing this drawing, indlut.s.epptanoe of professional engineering I "411.20,19° `C- pwnlbl l ity solely for the design shown. Th.•uitabi I ity and use of this drawing for any structure is the QL D "�`/ DUR.FAC. 1 15 FROM BB 8351 Rovana Circle reene polbl Iit'of the Building Designer per ANSI/TPI 7 S.e.2. Sacramento,CA95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF— 1VV97175Z07 " ALPINE: www.a 1pinaitw.com; TPI: wrx.tpinst.org; 'NTCA: ww.sbcintlustry.com; ICC: ww.iccsafe.org Renews 6/3012017 THIS UWIi PREPARED FROM UOMPUIER INIUI (LOADS & UIMENSIONS) SUNMIIIEU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - F3 ) Top chord 2x4 HF #2 120 mph wind, 19.16 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III P 5 2-9-12 0-4-1 MI \J 18-0-0 1.5X4 III 2X4(A1) 1.‹---2-0-0--->-1 5-11-4 ,1 R=443 U=14 W=5.5" R=218 U=15 RL=66 Design Crit: IRC2012/TPI-2007(STD) , O PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00 .� V - 'S : Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon ((503))357-2118 ",URN,NCI.* READ AND FOLLOW ALL NOTES ON THIS DRAWING, 5 G I N 825 N 4th Ave,Cornelius OIt97]13 ••IrwRTAWr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. V,� r1 F�`� 02 TC LL 25.0 PSF REF R7175— 67465 Trusses require extremein fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 9 the latest edition ofBCSIc(Building Component Safety Information, by TPI and WICA) for safety practices prior I to performing these functions. Installers:hall provide temporary bracing per SCSI. Unless noted otherwise, �, TC DL 1 0.0 PSF DATE 10/26/16 cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PS F . 011111164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS, /- DRW CAUSR7175 16300068 '��r�77'II I :actions 83, 67 or B1g, as applicable. Apply plates'1';'-a' o ea<M1 face of cross end position as shown above and o A l) N I ilia Joint De ails, unless noted ache wise. Refer to tlrawinh 16OA-2 for standartl plate positions. n 1� 7/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC ILI1 J I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI t, or for handling, shipping, • AN ITW COMR4NY installation bracing of trusses. Z. TOT,LD. 42.0 PSF SEQN- 68613 AM.eel on this eel.Iy or cover pegs listing this drsing. indicates of this .f professionalstructure I engineering ip. &n.20,19 P p.m Ibl l lty solely for the deign.hewn. The suitability end of this drawing for any structure is the QL D W•N DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle respnnslbl I My of the Building Designer per ANSI/Tp, 1 See.2. Sacramento,CA95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alp neitw.tnin TPI: ww.v.tpinst.orgl WTCA: www,sbcirWustry.com; ICC: www.iccsafa.org Renews 6130/2017 I HIS UWU PREPARED I-RUM CUMPUIER INPUI (LUAUS & UIMINS IONS) SUHMIIIEU HY IRUSS MI-R, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - B ) 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 -2.00 to 72 plf at 1.85 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 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 7.94 DL=4.2 psf. BC- 15.43 lb Conc. Load at 2.00 BC- 22.64 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 93.30 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=115 FA `N 18-9-13 1 0-4-1 5 1-1-5 6 18-0-0 1, 1 2X4(A1) • 1..c___2-0-0 - 1-10-3—>i<--------6-1-1 >> • 7-11-4 Over 3 Supports R=319 U=45 W=5.5" R=104 Design Crit: IRC2012/TPI-2007(STD) , O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0. .E V - FS `TY:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357--2118 "•WIARNINGI•" READ AND FOLLOW'All NOTES ON THIS DRAWING! � aG�NE1 1:4141:11 O TC LL 25.0 PSF REF R7175- 67466 R 11 ...IMPORTANT** FURNISH THIS DRAINING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4 Ave,Cornelius O 97 13 G Trusses require extreme (Be In ng Component handling,Information. installing and bracing. Refer to and follow. 19575 TC DL 10.0 PSF DATE 10/26/16 the latest edition of BCSlc(Building Component Safety Information, bysTPl and NTGA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,041164 , %1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,� � BC DL 7.0 PSF DRI, CAUSR7175 16300056 ,4 1L�)B sections 63, a7 n, uB10,nless as applicable. Apply plates to each face of trusstand position as shown above and a the Joint Details, unless n ted otherwise. Refer to drawings 16not fostandard plate any deviation n 111 7�2� i I BC LL 0.0 PSF CA-ENG JCJ/CWC Alpena, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, or for handling, shipping, AN I7W COMPANY installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN- 68549 . A sisal on this drawing or wear pogo listing thin drawing, indla.taw seaoptsnB.of professional onginawrinp '1 s� r«pan.mnIty solely for the design.hewn. The suitability end use of thin drawing for any.truwturo le the "9,Qo 20,is •N�Q' DUR.FAC. 1 .15 FROM BB 8351RovanaCircle r'sponsibiliey of the Building Designer par ANSI/2111 1 Son.2. Sacramento,CA 95828 Far more information see this job's general notes page and these web a SPACING 24.0" JREF- 1 W97175Z07 ALPINE: www.alp;neite.com: TPI: www.tpinst.org: TRCA: www.sbc;ndustry.com: ICC: www.iccsafe,org Renews 613012017 IRIS UWG PREPARED I-RUM UOMPUILR INPUI (LUAUS & DIMENSIONS) SUBMIIILU BY TRUSS MEN. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - 61 ) Top chord 2x4 HF #2 120 mph wind, 18.72 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. • . 19-7-13 R=107 U=7 °' 5 I 1-11-5 0-4-1 I, i 4 _ " 18-0-0 2X4(A1) L‹- -2-0-0 >1� 3-10-3 >L 4-1-1 7-11-4 Over 3 Supports ;i R=388 U=9 W=5.5" R=109 RL=47 Design Crit: IRC2012/TPI-2007(STD) • PR•p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0. - % TY:2 OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "MARK l NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! C7 N 825 N 4th Ave,Cornelius OR 97113 ••I�woRTrotrr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 r1C' F�`� 02 TC LL 25.0 PSF REF R7175— 67467 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prier TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ' %� top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached tw rigid ceiling. Locations shown far permanentApply lateral restraint of webs shall have brains installed per BCSI �/ BC DL 7.0 PSF DRW CAUSR7175 16300052 sections B3, 87 or 810, a applicable. Apply plates to each face of truss and position as shown above and o /.1(� I=)_I� I I , shadrawings 16gA_Z far standard plate position,, II 7/206 BC LL 0.0 PSF CA-ENG JCJ/CWC �1 I�I� �1 I 7,7,:::-..::::7.0:77.7.:7::::7-,:en:::: Inc, shall not esponsible for any deviation from this OREGON ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. ....... m v TOT.LD. 42.0 PSF SEQN— 68551 A seal on Chis droving or Cover page listing this drawing, Indicates acceptance of professional engineer) 9 responsibility solely for the design shown. The suitability and use of this dra.Irg for any structure Is the n.20.19 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 sac.2. RQ&0 W•N� DUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information see .tpihis nsbos genera, notes page and theca web sites, SPACING 24.0" JREF— 1VV97175Z07 ' ALPINE; www.alpinaitw.com; TEl www.tpinsi.org; NTCA: www.sbcindustry.com; ICC: ww,iccsafa.org Renews 613(82017 441111 IRIS UWU PREPARED FROM CUMPUILR INPUI (LUAUS & DIMENSIONS) SUBMIIIEU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - B2 ) Top chord 2x4 HF #2 120 mph wind, 19.14 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. 1 `,,) 20-5-13 ' R=173 U=21 5 I— 2-9-5 0-4-1 It J 18-0-0 i q 2X4(A1) —2-0-0 >J‹ 5-10-3 >- 2-1-1--a 1 7-11-4 Over 3 Supports R=454 U=11 W=5.5" RL=65 R=115 Design Crit: IRC2012/TPI-2007(STD) 0 PR• PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 00 � •Fc&.,ATY:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon 503 357-2118 ••MIAfWINGI•� READ AND FOLLON ALL NOTES ON THIS DRAWING! ?' G INS �O REF R7175— 67468 p r1 �c� ,L TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 ••IMPORTANT•• FURNISH THIS gRANINg TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 '9 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, Oddillkkh T. top chord shall have properly attached structural sheathingd bottom chord shall have a properly attached _ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51/111 40 / BC DL 7.0 PSF DRW CAUSR7175 16300049 sections 83, 67 or 610, as applicable. Apply plates toeachface of trussand position as shown above and o _ ,4 o 1 A ' I the Joint Details, unless noted otherwise. Refer to drawings 160Ao-Z forstandard plate positions. n 1� 7 20 6 BC L L 0.0 PSF CA-ENG J CJ/CWC ' \V, 1 Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON j drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instaI Iotion&bracing of trusses. G� m v TOT.LD. 42.0 PSF SEQN- 68553 responsibi I city soohie lelyy°for the deign (isting shown. Themsuitabi suitability use acceptance, rhis"drawingfToor.ro tr engineering 1/�C4.101 ,01.0"' h'20'X99��j DUR.FAC. 1 15 FROM BB 8351 RmmmCirde responsibility or the.Building Designer per ANSI/TIN 1 S.c.2. / D ,01 Sacranlenlo,CA 95828 For more information see this job's general notes page and these webs a ,r •• SPACING 24.0" JREF- 1VV97175Z07 ALPINE; www.alpineitw.com; TPI: www. pinst.org; NTCA: www.sbcindustry.com; ICC: www,iccsafe.org Renews 613012017 !HIS UWG PREPARED FROM UOMPUIER INPUI (LOADS & DIMENSIONS) SUMMED BY TRUSS MFH. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - 63 ) Top chord 2x4 HF #2 120 mph wind, 19.57 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 I, 5 3-7-12 0-4-1 __.dig:iggig-illIlIllIllIll 1/ —T �� W, 18-0-0 WV 1.5X4[9] III 2X4(Al) --2-0-0-->J 7-11-4 R=521 U=14 W=5.5" R=311 U=23 RL=84 Design Crit: IRC2012/TPI-2007(STD) I PRo PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0. 1 e N`S+S•TY:7 OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503 357-2118 a"wMOYINGI"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! G> N i 825 N 4th Ave,Cornelius OR 9713 ...IMPORTANT.* FURNISH Trus DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. d` C1G FF� o TC LL 25.0 PSF REF R7175— 67469 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 p the latest edition of BCSI (Building Component Safety Information, by TPI and 19-CA) for safety practices prior TC DL 1 0.0 PSF DATE 10/26/16 o chordperforming these functions. Installers shell provide ng ed bottom bracing per SCSI. Unlessnotedattarwise, , i1 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 BCSI / / DRW CAUSR7175 16300054 .4��0�� i sections B3, B7 or B10, as applicable. Apply plates to each face of trussandposition as shown above and on ' I the Joint Details, unless noted otherwise. Refer to drawings 160q-Z for s andard plata positions. 11 7/206 BC LL 0.0 PSF CA-ENG JCJ/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsiblw for any deviation from this OREGON 1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or far handling, shipping, ^ AN ITW COMPANY installation h bracing of trusses. V' V At -4 TOT,LD. 42.0 PSF SEQN— 68555 . A seal on this drawing or cover peg. hating this drawing, indicates acceptance of professional onpin..ring '1 on.20,01- responsibility solely for the design shown. Ths suitability end use of this drawing for any structure Is the 'r OL Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 seo.s. OC D W.NV DUR,FAC. 1 .15 FROM BB Sacramento,CA95828 Ear more information s this Job's general notes page and thane web SPACING 24.0" JREF 1VV97175Z07 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; RICA: www.sbci ndustry.com; ICC: www.iccsafe.orq Renews ese2017 IHIS UWU PRtPARLU I-HUM CUMPUIER INPUI (LUAUS & UIWENS I(INS) SUHMIII EU NY I RUSS MI-H. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - E ) 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 -2.00 to 72 plf at 1.85 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 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 4.50 DL=4.2 psf. BC- 15.43 lb Conc. Load at 2.00 BC- 22.64 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=26 0-4-1 5 1--- � 18-9-13 9 V .f: 1-" 1-1-5 I 18-0-0li 2X4(A1)= R=57 U=4 —2-0-0_>L1-10-3 >I‹ 2-7-13 -4-6-0 Over 3 Supports—>. R=334 U=45 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0d1N'1 . eZT, 0TY:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon 5031(357-2118 ."rARNIWGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `� �G I F /01 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, GFA TC LL 25.0 PSF REF R7175- 67470 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9675 '7TC DL 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 7 ix to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, f ' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 7.0 PS F rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI DRW CAUSR7175 16300040 A�� ��Ailillb4sections B3, 67 or 610, as applicable. Apply plates to each face of truss position as shown above and on �- / ' O I the./o int Details, unless noted otherwise. Refer to drawings 160A-Z for s antlartl place positions. 11 '71206 BC LL I Alpine, a division of Ibe Building Components Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG J CJ/CWC 1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /� OREGON AN ITW COMPANY i stella<i on&bracing of trusses. U' l•'., TOT.LD. 42.0 PSF SEQN- 68571 • Aseal on this drawing or cover pogo listing this drawing, Indium**weupt.ne•of professional .nglnawring `8h,20,190 `" responsibility solely for the dw.lgn shown. The suitability end use of this drawing for any structure Is the I'p' ,N DUR.FAC. 1 .15 FROM BB 8351 R0vaga Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. • / 0 Sacramento,CA 95828 Tar more information ion s this job's general notal page and these web s;tas: �r SPACING 24.0" J REF- 1 VV97 1 7 5207 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcintlustry.cdn; ICC: wwer.iccsafa.org Reneeie RlSIV7017 THIS UWG PREPARED I-RUM COMPUILK INPUI (LOADS & DIMENSIONS) SUBMIIIEU BY TRUSS MI-K, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - El ) Top chord 2x4 HF #2 120 mph wind, 18.72 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=93 U=12 !'AI 19-7-13 r 1-11-5 0-4-1 k 1 ` 18-0-0 eY i 2X4(A1) R=62 —2-0-0 Jc 3-10-3 1j k--4-6-0 Over 3 Supports R=374 U=14 W=5.5" RL=47 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0d ®'W • •EPSs ITY:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon ((503)357-2118 ""MARNING10" READ AND FOLLOW ALL NOTES ON THIS DRAWING! I� S/ 825 N 4th Ave,Comehus OR971 13 ••IMpaRTANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. c �G FFA OZ TC LL 25.0 PSF REF R7175- 67471 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end fellow 18575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior '9 TC DL 1 0.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Allir top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached par y a BC DL 7.0 PSF DRW CAUSR7175 16300037 t. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,/ actions B3, B7 or B10, a applicable. Apply plates to each face of truss and position as shown above and o [1=L N I ; the Joint Details, unlessnoted otherwise. Refer to drawings 160A-Z for standard plate positions. n 1� 7/20 6 BC LL 0.0 PSF CA—ENG J CJ/CWC — //L__J_ I Alpine, a division of ITW Building g Components Group Inc. shall not be responsible for any deviation from this OREGON ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. m .1 TOT.LD. 42.0 PSF SEQN- 68573 A...l on thin drawl pegs ng ng, Indicates of professional engineering v� drawing or cover Nott this uiel n.20 19 responsibility solely for the design.Iwai. The sultabl l Ity and use of this drawing for any structure is the to responsibility of the Building Designer per ANSI/TPI 1 Set.2. O J D `4•0 DUR,FAC. 1 .15 FROM BB 8351 Rovana Circle _ I. r!• _ Sacramento,CA 95828 For more information a this job's general notes page and these web sites: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alp;neitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com: ICC: www.iccsafe.org Rmnmww IIMI21117 THIS UWU PREPARED I-RUM CUMPUILR INPUI (LUAUS & DIMENSIONS) SUHMIIIEU UY IKUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - E2 ) Top chord 2x4 HF #2 120 mph wind, 18.86 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. • 1.5X4 III 1 i 5 17 2-2-9 0-4-1 _i_ ■ ■J „ 18-0-0 i �' 1.5X4 III 2X4(A1) 1.<---2-0-0--->i 4-6-0 R=391 U=14 W=5.499" R=146 U=9 RL=53 PLT TYP. Wave Design Crit: I R T/RT 2% 10%0/47(0 TD) 16,01 . PROFFS' ► Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOregon (503)357-2118 etNARNINGIe' READ AND FOLLOW ALL NOTES ON THIS DRAWING! �9 14430/6.45.� p2 TC LL 25.0 PSF REF R7175- 67472 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI end WTCA) for safety practices prior • �(� TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached DRW CAUSR7175 1 6300038 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 4- % BC DL 7.0 PS F .4�� 1, i sections 83, B7 or B10, as applicable. Apply plates to each faceof trussandposition as shown above and on 1� 27/20 6 i the Joint Oeiails, unless noted otherwise. Refer to::-':::::::%:—..::::7:L=0.7:.7:::.. BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpin:, a division of ITw Building Components Group . „..chis OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITwCOMPANY installation g bracing of trusses. „e gm TOT.LD. 42.0 PSF An...I on this drawing Sr*over pope listing thl.dr..Ing, Indle te..eept.ne.of praf.Mlon.l.ngin..rinp 9 h.20,+9 SEQN- 68575 r.sponelbllity solely for the deign shown. The suitability and u.e of this drawing for any structure le the R��0 IN r N� DUR.FAC. 1 .15 FROM BB 8351 ROvaga Circle responsibility of the Building Designer per ARNI/TPI 1 S.c.2. Sacramento,CA95828 For more nformation see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1 W97175Z07 ALPINE: www.alpineitw,com; TPI: xww.tpinst.org; WTCA: www.sbcindustry.com: ICC: www,iccsafe.org Renews 8/3012017 THIS UWO PREPARED 1NUM COMPUTER INPUT (LUAUS & DIMENSIONS) SUMMED BY INUSS MI-R. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - D ) 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 -2.00 to 72 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 0.00 to 14 plf at 3.94 DL=4.2 psf. BC- 15.43 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. 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. R=17 0-4-1 5 I 04 9-9-13 U 1-1-5 mil 9-0-0 4 2X4(A1)= R=49 2-0-0 >1‹ 1-10—3----1.---2—1—1---›-I 3-11-4 Over 3 Supports R=344 U=26 W=5.5" Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0.,•t -. SFS ► Y:2 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ""gARNINGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� �GINFF O TC LL 25.0 PSF 825 N 401 Ave,Cornelius OR 97113 ^IIFORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (y 41 y REF R7175— 67473 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �� TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shell provide temporary bracing per SCSI. Unlessnotedotherwise, • /t — Oilehhhtop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI �S.% 7.0 PSF DRW CAUSR7175 16300099 .4�1^`� sections BD Details, or B10,unless as applicable.other Apply plates to each face of truss nd position as shown above end — � L, 1J I the Joint Retails, unless n ted otherwise. Refer to drawings 160A-Z for standard plate positions. 11 7/"O `� BC L L I Alpine, a tlivision of ErW Building Components Group Inc. shall not ba responsible for any deviation from this OREGON 0.0 PSF CA-ENG J CJ/CWC I drawing, any failure to builtl the truss in conformance with ANSI/TPI 1, or for hentlling, shipping, AN ITW COMPANY installation&bracing of trusses, wPftfti TOT,LD, 42.0 PSF SEAN— 68557 A seal on this drawing or*ever page flirting this drawing, indicates acceptance or profeeslenal engineering -10/.0 `lin.20,i9 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the OC O W. DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 7 Seca. Sacramento,CA 95828 For more information seethis job's general notes page and these web sites: SPACING 24.0" ' ALPINE: wwv.alpineitw.com; TPI: www.tpinst.org;WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews 6/3012017 J RE F— 1 VV97 1 7 5207 IVIS MU PREPARED FRUM CUMI'UIER INPUI (LOADS & DIMENSIONS) SUHMIIIEU BY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - D1 ) 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 for dead load is 1.50. 1.5X4 III • 5 I 1-11-12 0-4-1 b 1.5X4 III 2X4(A1) I.<---2-0-0- ,J 3-11-4 R=373 U=1 W=5.5" R=116 RL=41 Design Crit: IRC2012/TPI-2007(STD) Ep PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 . '. . e F' b Y:4 OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon 003)357-2118 ”9999V1019!.. READ AND FOLLOW ALL NOTES OWN THIS DRAWING! �I NAGiN . O TC LL 25.0 PSF REF R7175- 67474 825 N 4th Ave,Cornelius OR 97113* *IMPORTANT.* FURNISH THIS DRAWING To ALL CON IAOTORS INCLUDING THE INSTALLERS. (� E� /L Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior f �51;11, TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shell provide temporary bracing per Best. eUnlessproperly otherwise, /! top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 4- BC DL 7.0 PSF DRW CAUSR7175 16300101 .4�� sections B3, 67 or B10, as applicable. Apply plates to each face of truss position as shown above and on l -A7,-::-..::::%:.77,-.-::7::::7,7-nen::'::.:: he�nint Details, unless nmtetl oche wise. Refer to draw;nga i60A-Z far a antlard plate pasitiona. 11 27/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC Alpinea division of ITW Builtling Components Group Inc. shall not be responsible for any tleviation from this OREGON l drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal Hanan&bracing of trusses. m `� TOT.LD. 42.0 0 PSF • A sea!on thle drawing or cover P.G. listing thle drawing, indiums*acceptance of professional engineering �o•20,199 SEQN— 68559 responsibility solely for the design*howl. The soltebility end e.e of this drawing for any structure H.the Rp N� DUR.FAC 1 .15 FROM BB 8351 Rovaga Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. OLD W , Sacramento,CA 95828 For more information see this job's general notes page and these web sites, SPACING 24.0" J REF— 1 W97 1 7 5207 ALPINE: www.alpineitw,com, TPI: www tpinst.org; WTCA:www.sbcindustry.com, ICC: www.iccsafe.org Renews 12O nl3O „ IRIS UWU PREPARED I-RUM CUMPUIER INPUI (LOADS & DIMENSIONS) SUNNI IItO BY MUSS MI-R. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws tot 8 -- VERIFY TIGARD, OR - I ) 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III P 5 1 2-5-1 0-4-1 1/ IIIII■ _J ��I 9-0-0 I �- 1.5X4 III 2X4(A1) -2-0-0--->-1 Ec 5-0-0 R=408 W=3.5" R=172 U=3 RL=48 Design Crit: IRC2012/TPI-2007(STD) .'Eo PROA- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0. `Set). :3 OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss ComponentsofOregon 15031357-2118 ee?ARNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1001 `e,. • 825 N 4h Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 'X TC LL 25.0 PSF REF R7175— 67475 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow p TC D L 1 0.0 PSF DATE 10/26/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �� to performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7 0 PSF,00111164 rigid caning. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSIIA0 DRW CAUSR7175 16300094 ,4�� I�� I sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 1 7/20 6 the joint Dalails, unleaa noted athe viae. Refer to drawings ,BdA_Z far=ander%plata paaltlans. BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITN Bui thing Components Group Inc, shall not be responsible for any%aviation from chis G� OREGON ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �I AN ITW COMPANY installation&bracing of trusses. "an,2t1 ig90 TOT,LD. 42.0 PSF SEQN— 68726 . A seal on this drawing or cover pegs listing this drawing, indicates acceptance of professional engineering respensibi l ity solely for the design.how. The suitability and we or this drawing for structure Is the -O(,D w•�� DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.z. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: . ALPINE: www.alpineitw.com; TPI: www,tpinst.org; *ICA: www.sbcindustry.com; ICC: www.iccsafe,org Renews slaazw T SPACING 24.0" J REF— 1 VV97 1 7 5Z07 IHIS 050 PREPARED FRUM CUMPUIER INPU I (LUAUS & UIMENS IUNS) SUM IIILU HY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - A ) Top chord 2x4 HF #2 120 mph wind, 18.31 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=-10 Rw=15 U=15 1 / 4, 18-9-13 �. 5 1-1-5 0-�-1 m�� *18-0-0 0-3-8 IMMO /I R=15 Rw=17 U=10 2X4(A1) 2-0-0 1-10-3y I1-11-4 Over 3 Support' R=339 U=26 W=5.5" RL=30 Design Crit: IRC2012/TPI-2007(STD) wED PROFF. PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01 ..0 s G% •F 'Oft N OR/—/1/—/—/R/— Scale =.75"/Ft. RNIRc Truss Components of Oregon (503)357-2118 •eWAI•• HEAD AND FOLLOW ALL NOTES ON THIS DRAWING! F 2 TG LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IrpoRTANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 REF R7175- 67476 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r - the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior /1 TC DL 1 0.0 PSF DATE 10/26/16 to performing these functions. [Installers shall provide temprary bracing per BCSI. Unless noted otherwise, . 111164 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 BCSI / f DRW CAUSR7175 16300103 actions 63, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and o 1' 7/20 6 .4 n �' 1)=N ! ; the Feint Details, unless noted otherwise. Refer to drawings 1600_Z for standard plate positions. L V BC LL 0.0 PSF CA—ENG RTT/RTT II—�IJ Alpine, a division of ITW Building the g Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, Cr for handling, shipping, AN ITW COMPANY installation a bracing of trusses. •'9�"en,2U,199 ` TOT.LD. 42.0 PSF SEQN— 57346 A*sal on this drawing Cr*over pegs Milting this drawing, indicates a e.ptsna of prefeeslalel engineering respansibi l ity solely for the design shag. The suitabi I ity ,,.e of this dr wing for aro structure le the OLD W, DUR.FAC. 1 .15 FROM BB 8351 Rovana Cirole r.epensibillty of the Building Designer per ANSI/TPl 1 See.2, Sacramento,CA 95828 For more information TPI s this job's general notes page and these web*;tee: SPACING 24.0" JREF— 1VV97175Z07 ALPINE: wa.aipinaitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.con; ICC: www.iccsefa,org Renews&3012017 IRIS UWG PREPARED FROM GOMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIIEU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - Al ) Top chord 2x4 HF #2 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC 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=90 U=13 11 " 19-7-13 5 1-11-5 0-4-1 -1 +18-0-0 i R=23 Rw=27 U=11 IIIIIIIIIIIIIIIIIIIIIIIIIII 2xa(A1) —2-0-0 >I.= 1-11-4 >L 2-0-7--->-1 H3-10-3 Over 3 Supports R=362 U=18 W=5.5" RL=47 Design Crit: IRC2012/TPI-2007(STD) ,ED PROpFS PLT TYP. Wave ww .. FT/RT=2%(0%)/4(0) 16.01 . 34 G� . 4).� :4 OR/-/1/-/-/R/- Scale =.4375"/Ft. T IIIARNIXGI READ AND FOLLOW al.NOTES ON THIS DRAWING! F Truss Components of Oregon (503)357_118 �[4y ly 825 N 4ffi Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �Q 9 TC LL 25.0 PSF REF R7175- 67477 Trusses extremecare in fabricating, handling, shipping, o19575 require e r n, installing and bracing. Refer a and(prior f TC DL 10.0 PSF DATE 10/26/16 the latest edition of SCSI (Buildingn . nsComponenterlSafety ov Ieftempoiar, by TPIand NSCSfor safety practices prior /W to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, Lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Oldillkhk rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16300100 T.,4�L�) sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 13 7/20 6 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z.for standard plate positions. BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITS Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY instal lation&bracing of trusses. 9 `en.20,194b_ `'� TOT.LD. 42.0 PSF SEQN- 68543 A pan thiy drawing.r.herr sign hewn. Ches drawing, meldnu&acceptof of professional uctire Is t RQ1.D W•N� DUR.FAC. 1 .15 FROM 8B responsibility.esldrawin for t11e mage ll.tl Theisuitability I,CY enddie lin.or Chi.droving fr.try engine ni the g 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 For more information s this job's general notes page and these web sites: Renews&3012017 SPACING 24.0" )REF- 1VV97175Z07 ' ALPINE: www.alpineitw.com; TPI: www.tpinst.org; NTCA: waw.sbcindustry.com: ICC: wew.iccsafe.org THIS DWG PREPARED I-RUM COMPUIER INPUT (LOADS & DIMENSIONS) SUOMIIIED HY TRUSS MFH. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - A2 ) Top chord 2x4 HF #2 120 mph wind, 19.14 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=154 U=22 5 r--- 1.1 (-, 20-5-13 i 2-9-5 0-4-1 b 011 18-0-0 i i/ R=93 U=9 2X4(A1) —2-0-0 L 1-11-4 4-0-7 ---›.1 I-= 5-10-3 Over 3 Supports R=369 U=16 W=5.5" RL=65 Design Crit: IRC2012/TPI-2007(STD) .EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . ' :' - F''1' Y:3 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon ((503)357-2118 ••WANMINGI•• RFJIo AND FOLLOW ALL NOTES ON THIS DRAWING! °) 146 •�F O 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT*. FURNISH THIS DRAWING To ALL L coNrRAcrogs INCLUDING THE INSTALLERS. (� y TC LL 25.0 PSF REF R7175- 67478 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior r r / TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, Olgigliblk 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 SCSI K/ // BC DL 7.0 PSF DRW CAUSR71 7 5 16300093 to sections 83, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and o 1' �/20 A LL�)�N I ' he Joint Details, unless noted otherwise. Refer to drawings 160go_Z fortandard plate positions. n BC LL 0.0 PSF CA-ENG JCJ/CWC Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, '" AN ITW COMPANY installation&bracing of trusses. '9�\ %4],..: `an.2o,11lgR' �� TOT.LD. 42.0 PSF SEQN- 68545 • A..al on this drawing or eev.r pege listing this drawing, Indle.tw wo ptane.of prof..slen.l engineer) responsibility solely for the design.hem. The suitability end use of this drawing for any structure Is Lr OLD `e'.1� DDR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sw,2. �• Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VV97175Z07 ALPINE: www.alpineitw.cam, TPI: www.tpinst.org; WlCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews 6/30/2017 I IBIS UWO PREPARED FROM CUMPUIER INPUI (LOADS & DIMENSIONS) SUMMED BY IRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - A3 ) Top chord 2x4 HF #2 120 mph wind, 19.14 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=108 U=15 5 1 N �, 19-7-13 \l 0-4-1 1-11-5 L— e 18-0-0 i 2X4(A1) R=65 U=5 —1-11-4 -1.< 2-0-7-->i <3-10-3 Over 3 Supports R=130 RL=31 Design Crit: IRC2012/TPI-2007(STD) p PRO x. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 , 0. F'" l' ( ) ( ) G �� Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 '•wARNlncl" READ AND NG To ALL NOTES oN THIS DRAWING! ) k�� TC LL 825 N 4th Ave,Cornelius 01297113 **IMPORTANT** FURNISH THIS DRAWING To ALL cgNrRACTngs INCLWIN6 THE INSTALLERS. OZ 25.0 PSF REF R7175- 67479 _ Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BC51 (Building Component Safety Information, by TPI end WTCSI far safety practices prior �/ TC DL 10.0 PSF DATE 10/26/16 to performing ha tM1elSehav functions. t achellars shell Provide temporary bracing Per 8CS1. Unless notedproperly attached iso, r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling• Locations ahewn for permanent lateral restr int of webs ahaII cave bracing ; stalled per BCs1 4, j BC DL 7.0 PSF DRW CAUSR7175 16300039 ArL IF N� Sections 83, 87 or 810, as appl{cable. Apply plates to each faceoat trusstand positron as shown above antl on /20 II1El the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. 4%::,.. ' L BC L L Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG JCJ/CWC drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inatel let;on Si bracing of tresses m TOT.LD. 42.0 PSF SEQN- 68547 'Qiew A seal en this drawing Cr sever papa listing Chi.drawing, Indicates ise.wpt.nee of professional engineering •A .w.20,1-9_.‘,Y" responsibility solely for the design.hon. The liability and of this dre.lrp for any structure is the QL D W.V DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 2 4.D" JREF- 1VV97175Z07 ' ALPINE: wew.alpineitw.com: TPI: www.tpinst.org; NTCA: www.sbcindustry.com; ICC: wnvw,iccsafe.org Renews 6J30/2017 THIS UWG PREPARED I-KUM CUMPUILR INPUT (LUAUS & DIMENSIONS) SUHMIIItU BY TRUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - H ) Top chord 2x4 HF #2 120 mph wind, 18.28 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=30 q 0-4-1 5 N b1-0-13 f I JENISIIIMIt 18-0-0 U 2X4(A1) R=7 Rw=31 U=31 L‹---2-0-0---.1 1-9-0 Over 2 Sup orts r R=342 U=28 W=5.5" RL=30 Design Crit: IRC2012/TPI-2007(STD) so PRO/ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .,# s' F%Sr Y:4 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 sswAlUlING1sw READ mu FOLLOW ALL NOTES oN rills DRAWING! 101 f�F O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 wwlismularoo FURNISH IRIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, /Q y REF R7175- 67480 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior , r TC DL 10.0 PSF DATE 10/26/16 rM 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 far permanent lateral restraint of webs shall have bracing installed per BCSI /- 'moi BC DL 7.0 PSF DRW CAUSR7175 16300035 A�L��� i sections 83, B7 or B10, as applicable. Apply plates to each Face of trussandposition as shown above and on 1 1 7/20 6 I 7,-:::%.:!:7'..„-:.,-77.-;:-,=:7-i::..::':: he Joint 3, B7 o unless noted otherwise, Refer to drawings face for s and rd plain positions. L V I Alpinea division of TTM Building Campenants Group Inc. ,hall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG JCJ/CWC drawing, any failure to build the truss ;n conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY installation&bracing of trusses. P solely for the design. TOT.LD. 42.0 PSF SEAN- 68577 . A noel on thin drawing or sower pugs listing thin dreming, Indle.tee acceptance of prof a.lonal engineering 9/Q v4 .20,18�� t responsibility .howl. The suitability end use of thin draining for any structure Is the Q`D W NDDR.FAC. 1 .15 FROM BB 8351 Rovane Circle responsibility of the Building D«Igner per ANSI/TPI 1 Seca. Sacramento,CA 95823 For more information see this job's general notes page and these web sites, SPACING 24.0" J RE F- 1 VV97 1 7 5207 ALPINE: aenn.alpineitw.com, TPI: waw.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews B130/201T I HIS UWG PREPARED I-RUM COMPUIER INPUI (LUAUS & DIMENSIONS) SUBMIIIED BY I MUSS MI-B. ( 0916099--JT ROTH CONSTRUCTION —Medallion Mdws lot 8 -- VERIFY TIGARD, OR — HG ) 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 0.00 to 72 plf at 1.75 120 mph wind, 18.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 1.75 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 130.11 lb Conc. Load at 1.25 DL=4.2 psf. Wind loads and reactions based on MWFRS. 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. • • • 5 I IA1 R=30 0-4-1 b 1-0I-13 11111:::::::11 eh 18-0-0 V 2X4(A1)- R=158 1-9-0 Over 2 Supports R=122 U=2 W=5.5" Design Crit: IRC2012/TPI-2007(STD) isEO PROpt PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00 b6*'-',' :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. **WINING!"Components of Oregon 503)357-2118 ** NINGI" READ AND FOLLOW ALL NOTES CR THIS DRAWING! (9 �G EF 1....... TC LL 25.0 PSF 41 825 N 4th Ave,Cornelius O y REF R7175- 67481 Trusses require extremecare in fabricating, handling, shipping, installing and bracing. Refer to and follow r the latest edition of BCSI (Building Component Safety Information, by TBI and WTCA) for safety practices prior % se TC DL 10.0 PSF DATE 10/26/16 id‘ to performing these functions. Installers shall provide temporary bracing per aCSI,have Unless noted otherwise, rap chord cei sng.l have properlynonattached anentu structural lsheathing and of tem chordtshall brae n properly attached � BC DL 7.0 PSF DRW CAUSR7175 16300033 rigid nsil, 1 Locations a sappn for permanent. llatest orestraint of fats shall have bracingiinstalled per dCoI 11 27/20 6 ,4�-,L���� i sections B3, B]or 870, as applicable. Apply plates to each face of trussrand position as shown above and on I i the Joini Details, unless noted otharwrise. Refer to drawings 16OA-Z fors antlard plate positions. OREGON BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a tlivision of ITW 8uiltling Components Group Inc. shall n t ba responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, nAN ITWCOMPANY installation&bracing of trusses. 9 "e, 20,19r TOT.LD. 42.0 PSF SEQN- 68579 . A en tele drawing er ewer pee. Ileting MIs drawing, Indle.t...ee.Ptene.of pref...la1.l engineering r«penelblIICT,solely for the design.he.n. The suitability end use of this drewIng for any structure I.the -1 OL D W W.�� DUR.FAC. 1 .15 FROM B8 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec,2. Sacramento,CA 95828 For more information see this fob's general notes page and these web site.: . ALPINE: www.elpineicw,com; TPI:www.ipinst.org; WTCA: wew.sbcindustry.com: ICC: www.iccsafe.org Renews&3012017 SPACING 24.0" J REF- 1 VV97 1 7 5207 II-IIS DWI ',REMAKE!) I-RUM UUMPUILH I NI-411 (LUAUS & UIMENSIUNS) SUBMIIIEU BY IRUSS MI-B. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FT1 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF #2 :M2, M3, M4 2x4 HF Std/Stud: This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III 3X5 iii. 111111 12-3-8 13 11k • 2X4 III 2X4(D8R) 1-t`5-1 2 2 8-0-0 2-1-8 L 11-4-2 —J f 13-5-11 —f Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) QEDPROpt PLT TYP. WaveS, FT/RT=2%(0%)/4(0) 16.01 . 80 r, �P :1 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503{1357-2118 ""w INGI." READ AND FOLLOW ALL NOTES ON THIS DRAWING! r1G �`l` • 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. 19575 '�' 9 TC LL 25.0 PSF REF R7175- 67482 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 end WTCA) for safety practices prior p �I TC DL 10.0 PSF DATE 10/26/16 to performing these functions. tlnstallars shall provide temporary bracing per 8C51. Unless noted otherwise, //" — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /r� rigid ailng. Locations shown far permanent lateral estr int of webs shall have bracing Installed per SCSI BC DL 7.0 PSF DRW CAUSR71 75 1 6300085 .4�1 _ ; sections P3, 87 or ,610, as applicable. Apply plates to each feta of crus and position as shown above antl on 1 27/20 6 L 1)I N I the Joint Details, unless notetl other wise. Refer to tlraw;ngs,60A_Z far-;::7:::::-.7,:%::::::;.. tentlard piste Rae;t;ons, OREGON BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine a division of Ibu Builtling Components Group Inc. shall not ba responsible for arty deviation from chis A drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �a- to AN ITW COMPANY instal let;on&bracing of trusses. IA, f'en.20,.19945��• TOT.LD. 42.0 PSF SEQN- 68730 A awl on this drawing or cover page listing this droving, Intllwtse acceptance of professional engineering responsibility solely for the design shown. The suitability end use of this drawing for soy structure is the O IN 8351 Rovana Circle reeponeibillty of el»Oullding Designer per ANSI/lpl 1 Sec.2. C 0 DUR.FAC. 1 .15 FROM BB Sacramento,CA Far more information sae this Jobs general notes page and rheas websites: Renews 6/30/2017 SPACING 24.0" JREF- 1VV97175Z07 ALPINE:www.alpineiCw.<om; TPI; ww.tpinst.org; WTCA: www.sbcintlustry.tom; ICC: www.iccsafa.org IRIS UW6 PRLI'AREU I-RUM CUMI'UIER INPUI (LUAUS & DIMENSIONS) SUMMED HY IRUSS MFH. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FT2 ) Top chord 2x4 HF #2 This "Hip Frame" may be used in place of purlins on the hip Bot chord 2x4 HF #2 plane to brace the flat top chord of hip trusses. See detail Webs 2x4 HF Std/Stud :W1 2x4 HF #2: drawing HIPFRAME1014 or HIPFR1801014 for additional information. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 4X5 Ali h. P III : � 7 13 0-0-8 8-9-4 dlI, /13 Adi 1111111°' X5(**)O� 0-0-4 = . IIIM. 10,1 2X4(D8R)% 3X5l% 3-6-4 7-10-151-12 1 2-7-10 2-0-03' 2-7-10 8-0 911-3 4 6-8 3-6-4 >1 1— 12-7-7 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0• .+ -FFS `TY:1 OR/—/1/—/—/R/— Scale =,3125"/Ft. Truss Components of Oregon 5031(357-2118 **WARN MNG I** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 G 1 N 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH TRIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Uig t`1 �`� O,/ TC LL 25.0 PSF REF R7175— 67483 Trusses require extreme care ;n fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 !� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior �N TG DL 10.0 PSF DATE 10/26/16 to perorming these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, ' . 041,11104 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI .4�1 l� 1 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on �� BC DL 7.0 PSF DRW CAUSR7175 16300045 II I the Joint Dermis, unless noted otherwise. Refer to tlraw;ngs 160A-Z for:andard plate pas;tians. 11 7/20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC J 1 Alpine, a division of ITW Buildl�Components Group Inc. shall not be responsible for any deviation frwn this OREGON ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY installation&bracing of trusses. �aj�,J TOT.LD. 42.0 PSF SEQN- 68732 A meet on this drawing Sr ewer peps listing this drawing, Indlataw.eesptenes of prnfesslensl engineering 7A V411.20,1990 (� responsibility solely for ths design wham. Th.suitability and use of this drawing for any etruetor. Is the `/ 11351 Rovana Clr010 rasponslbl l lty of the Building OeelyMr per ANSI/TPI 1 Sae.2. QL D W. DUR.FAC. 1 .15 FROM BB • Saammento,CA95828 Far mer® information see this job's general notespage and these web sites: SPACING 24.0" JREF— 1 W97175Z07 ALPINE: www.alp;ne;tw.com; TPI: www.tpinst.org, WTCA: www.sbcindustry.ca; ICC: www.iccsafe.org Renews 6/3012017 IRIS L)WU PREPARED FROM COMPUTER INI'UI (LUAUS & DIMENSIONS) SUBMIIIED BY TRUSS MI-R, ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FT3 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= / I A Al IL 13 6-9-7 0-0-4il ii I GILO 0-0-4 2X4(D8R)G 2X4(D8R) 1, 6-2-15 _ 6-2-15 J I— 12-5-14 H Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) - 0 PRO e. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . '.. •+ 'V FSS .:TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components 503 357-2118 a"MIARNINGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! �5 �G�rvFtr �O REF R7175- 67484 p ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONRACTMS INCLUDING THE INSTALLERS. 4/ y TC LL 2 5.0 PSF 825 N 4th Ave,Cornelms 0 97 13 (! _ Trusses require extreme care In fabricating, SfetI handling, shipping, installing and bracing. Refer to end follow 1 9575 9 TC DL 1 0.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and NTGA) for safety practices prior , DATE 10/26/16 �_ n o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, AOI _ cop 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 BCSI ' DRW CAUSR7175 16300048 .4�� sections B3, 87 or B10, as applicable. Apply plates to each faceof trussand position as shown above and on _ I ' the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. lr! 7/20 6 BC LL 0.0 PSF CA-ENG JCJ/CWC I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON J drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal latian&bracing of trusses. .�J �r TOT.LD. 42.0 PSF • • A....1 .n thl•df..ing or oars Il.tlnp Ohl.dr..l 7� `•N7.20,Agro- (� SEQN- 68734 responsibility Ity.ol.1r for the design shown. The.,Mehl I lir and w or tl1Is drawing for aro structure 1.the 0 D W• DUR,FAC, 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building D..Ign.r per ANSI/TPI 1 see.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 VV97 1 7 5207 r ALPINE:www,alpineitw.com; TPI: www.tpinst.org; FRCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews 6/3012017 THIS DWG PREPARED FROM CUMPUIER INPUI (LOADS & DIMENSIONS) SUHMIIIED BY MUSS MFR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FT4 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= 41k 3 6-1-5 ill 0-0-4 M M M 111111111L O 0-0-4 2X4(D8R)i 2X4(D8R) L, 5-8-8 _I, 5-8-8 J I11-5-0 .1 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , Q PROF • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0A .s Y - FS .: Y:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ""IAWiING1"" READ AND FOLLOW ALL NOTES ON THIS AWING! 5 GINE �O 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT'. FURNISH THIS DRANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. C., F� 2 TC LL 25.0 PSF REF R7175- 67485 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19675 the latest edition of BCSI (Building Component Safety Information, by TPI and MTCA) for safety practices prior r �� TC DL 10.0 PSF DATE 10/26/16 to performing these functions. tlnstellers shall Provide temporary bracing per BCSI. Unless onoted otherwise, /i 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 far permanent lateral restraint of webs shall have bracing installed per BCSI �- /� DRW CAUSR7175 16300053 A Lu �1 111‘ Ti sections 83, 67 or 610, as applicable. Apply places to each face of truss and position as shown above and on I the net Odiv u, uof IT noted atnerwipo Refer to Inc. shall 15no_z for standard plata poaitiiati 1127/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITN Building Components Group Inc. shell not be responsible far any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, I/ • AN ITW COMPANY installation&bracing of trusses. ` TOT.LD. 42.0 PSF SEQN- 687 36 A...I on this drawing Sr..w.r pege listing this drawing, Indicates.oe.pt.nee of prof wlen.l engineering 7 men.20,19# G responsibility solely for the design shown. The suitability end use of this droving for.r1,.structure is the OL D W W. DUR.FAC. 1 .1 5 FROM BB 8351RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 S...2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 VV97 1 7 5Z07 ALPINE: www.elpineitw.com; TPI: www.tpinst.org: MITCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews aaazol7 IRIS UWU PREPARED I-RUM CUMPUIIK INPUT (LUAUS & DIMENSIONS) SUMMED BY IKUSS MI-K. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FT5 ) Top chord 2x4 HF #2 This "Hip Frame" may be used in place of purlins on the hip Bot chord 2x4 HF #2 plane to brace the flat top chord of hip trusses. See detail Webs 2x4 HF Std/Stud :M4 2x4 HF #2: drawing HIPFRAME1014 or HIPFR1801014 for additional information. 1 A 8-5-11 13 0-0-4 , II 2X4(D8R)% I. 7-9-10 —I Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) r PRS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 0• ; •FF0p 0TY:1 OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-2118 '.00101181131.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! GJ G%W s9' TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •.INPaRTANT•• BANISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O` d Ftl`+ Oy REF 87175- 67486 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 9 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier TC DL 10.0 PSF DATE 10/26/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, N 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 SCSI /' AO"' BC DL 7.0 PSFDRW CAUSR7175 16300069 A��O` ' sections 83, 87 or B10, as applicable. Apply plates to each face of trussrand position as shown above and on Jthe Joint Details• unless noted othe wise. Rater=e drawings,BDA-Z forantlard plate positions. 10 7/20 6 BC LL 0.0 PSF CA-ENG J CJ/CWC I Alpine, a division of ITN Building Components Group Inc. shell not ba rasponsibla for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ^ OREGON r AN ITW COMPANY Installation&bracing of trusses. V' Yt �/ TOT.LD. 42.0 PSF SEQN- 68738 . A owl on this drawing or cover pegs listing this drawing, indicates acceptance of professions' enpinleering 9 v+n.20 i ponslbi Iity solely for the design shown. The suitability and use of this drwlnp for any structure Is the 8351 RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. ROL D W.N� OUR,FAC. 1 .15 FROM BB Sacramento,CA 9582$ For more information sea this job's general notes page and these websites, •• . ALPINE: www.alpineitw.com; TPI: www.tpinst.org, NTCA: www.sbcindustry.com, ICC: www.iccsafe.org SPACING 24.0" J RE F- 1 VV97 1 75207 Renews 6/3012017 THIS UWU PREPARED I-RUM COMPUTER INPUI (LUAUS & DIMENSIONS) SUMMED HY IRUSS MIR. ( 0916099--JT ROTH CONSTRUCTION -Medallion Mdws lot 8 -- VERIFY TIGARD, OR - FT6 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= AI' AIIL3 2-8-9 0-0-4 = 0-0-4 2X4(D8R)i 1.5X4111 2X4(D8R) 2-5-13 ,I, 2-5-13 f- 4-11-10 H Design Crit: IRC2012/TPI-2007(STD) 1i PRS PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 . 0• R ( ) ( ) - FS�0TY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon ((503))357-2118 e-WARNINGI-- READ MD FOLLOYI ALL NOTES ON THIS DRAWING} `GJ tN� iO 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH THIS Minn To ALL cgNTRAcroRs INCLUDING THE INSTALLERS. / tJG 4 t1"41.. y TC LL 25.0 PSF REF R7175- 67487 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow V 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior TC DL 10.0 PSF DATE 10/26/16, 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 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 441111. " '''''.° BC DL 7.0 PSF DRW CAUSR7 1 7 5 1 63001 02 y .4 L1 .r sections 83, 67 or 810, as applicable. Apply plates to each face truss position as shown above and on 0/1 I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 1 7 20 6 BC LL l Alpine, a division of ITN Building Components Crap Inc. shall not be responsible far any deviation from this 0.0 PSF CA-ENG JCJ/CWC 1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON IiP AN ITWCOMPANY installation 8 bracing of trusses. ^4f ../ TOT.LD. 42.0 PSF SEQN- 68740 Aseal on this drawing or corer ppm listing this droving, Indicates.ecapt.nca of prePeesIoneI engineering '9 �-,n.20,19 responsibility solely for the design shown. The suitability end use of this drawing for.'w structure is the FROM BB 8351 Rovana Circle responsibi 1 ity of the Building Designer per ANSI/TPI I Set.2. ROLD `N•N� DUR,FAC. 1 .15 Sacramento,CA 95828 For more information see this job's general notes page and these wap sites: •• SPACING 24.0" ALPINE: www.alpineitw.com: TPI:www.tpinst.org: MICA: www.sbcindustry.com: ICC: ww.iccsafe.org J REF— 1 VV97 1 7 5207 Renews&30/2017 mill � LR Rein - o � cing ve � be � SL, bs � i� L, , ion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,• ,` Apply to either side of web narrow face. ,, Attach with 10d (0,128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: memberule8gth. web ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or ,, L reinforecement or scab reinforcement, . ><I Alternative reinforcement specified in chart below may be conservative. MIMI For minimum alternative reinforcement, re-run design with appropriate NM \ / reinforcement type. /X\ T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(3* minimum 805 of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (*) Center scab on wide face of web, Apply (1) scab to each 1I1 face of web. mil 4- it PROP. wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! A. ` �'•y��/Q ,O. TC LL PSF REE CLR Su�Ost, wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses in fabricating, handling, shipping, --- - - - - require extreme careinstalling and bracing. Refer to and TC DL PSE DATE 10/01/14 follow the latest edition of BCSI <Buildng Component Safety Information, by TPI and SHCA) for safety �' / practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have proper) / - -""_-- y attached structural sheathing and bottom chard .,, shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs / BC DL PSE DRWG BRCLBSUB1014 iI�� shall have bracing installed per BCSI sections B3, B7 or HID, ns applicable. Apply plates to each face 1 1 7/20 6 it g I of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON BC LL PSF , L _ I ReAler to drawings 160A-Z for standard plate positions. / V� ��/�C AN ITW COMPANY pine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from � O this drawing, any failure to build the truss in conformance with ANSI/TPS 1, or for handlingshipping, �L1�811,25,19. ( TOT, LD, PSF installation 4 bracing of trusse �r A seal on this drawing or cover page listing this drawing, indicates acceptance of professional OCD W.0‘° engineering responsibility solely for the design shown. The suitability and use of this drawing DUR, EAC, 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites: Renews 613012017 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: wwwsbcindustry.org; ICC: www.iccsafe.org SPACING 41111111111111 Gable Stud Rein-Porcement Detail • ASCE 7-10. 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L" Brace w (1) 2x4 "L" Brace w (2) 2x4 "L" Brace ww (1) 2x6 "L' Brace w (2) 2x6 "L Brace ,RI, Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #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 Hem-Fir S11 r #1 / #2 Standard #2 Stud #3 4' 7" 7' 9" 8' 3" 9' 7" 9' I1" 11' 5" 11' 10" 14' 0" 14' 0" 14' 0" 14' 0" #3 Stud #3 Standard O _r Stud 4' 7" 7' 8" 8' 2" 9' 7" 9' 11' 11' 5" 11' 10' 14' 0" 14' 0" 14' 0" 14' 0" r Standard 4' 7" 6' 7" 7' 0' 8' 10" 9' 5" 11' 5" 11' 10" 13' 10" 14' 0" 14' 0" 14' 0' Douglas Fir-Larch Southern Pine).ww Q) #1 5' 0" 8' 4" 8' 7" 9' 10' 10' 2" 11' 8" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 #3 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 StandardStud Standard CJ #3 4' 8" 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0' 14' 0" 14' 0" (U D _L Stud 4' 8" 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" Standard 4' 7" 6' 2" 6' 7° 8' 2" 8' 9" 11' 1" 11' 10" 12' 10" 13' 9" 14' 0' 14' 0" Group B, U — #1 / #2 5' 6` 9' 5" 9' 9' 11' 1" 11' 6" 13' 2" 13' 9" 14' 0° 14' 0" 14' 0" 14' 0" Hem-Fir #3 5' 3' 9' 3" 9' 9" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 & Btr Jr, U _F Stud 5' 3' 9' 3" 9' 7" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0' 14' 0" 14' 0" 14' 0" #1 QJ O Standard 5' 3" 8' 1" 8' 7" 10' 10" 11' 4" 13' 0' 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pine).ww #1 5' 9" 9' 6" 9' 10" 11' 3" 11' 8' 13' 4" 13' 10' 14' 0" 14' 0" 14' 0" 14' 0" #1 #1 SD #2 5' 6" 9' 5" 9' 9' 11' 1" 11' 6' 13' 2' 13' 9" 14' 0' 14' 0" 14' 0' 14' 0" #2 #2 #3 5' 5" 8' 6" 9' 1° 11' 0" 11' 5' 13' 1" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0' D F L Stud 5' 5° 8' 6" 9' 1' 11' 0' 11' 5" 13' 1" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). � `� wwwFor 1x4 So. Pine use only Industrial 55 or 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 0 #1 / #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 13' 2" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" values may be used with these grades. d - Sr #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: LJ U p 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. OI� Standard 5' 9° 9' 4" 9' 11" 12' 0" 12' 6' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Provide uplift connections for 35 ptf over X #1 6' 4' 10' 6" 10' 10" 12' 4" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load). #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0' CJ a Gable end supports load From 4' 0' outlookers #3 5' 11" 9' 10" 10' 6' 12' 1" 12' 7° 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0" overhang, or 12" plywood overhang. aj DLL 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" Symn i^^ Attach 'L` braces with 10d (0.128`x3.0' min) nails. ' About II Gable Truss 11 " 1 CO 31( For (1) "L' brace, space nails at 2" o.c. in 18' end zones and 4" o.c. between zones. �� 31E IIEFor (2) "L" braces. space Waits at 3" o.c. Diagonal brace option: in 18" end zones and 6" o.c. between zones, vertical length may be T 1 "L" bracing must be a minimum of 80% of web doubled when diagonal 18" * brace is used. Connect r 0 member length. diagonal brace For 335# "L'' — at each end. Max web Brace �� Gable Vertical Plate Sizes total length is 14'. L----�� ` , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal '� + Greater than 4' 0", but 2X4 Vertical length shown brace; single ' less than 11' 6' in table above. or double cut 18" �I( + Greater than 11' 6' 3X ' 45° (as shown) at L_ _L R n� II �7 i 0 + Refer to common truss design For 41 upper upper end. 0 n Li U I- U 0" -1 u LJ- I I peak, splice, and heel plates. �/ / / / /ontinuous Bearing/ / / / / Refer to the BuildingDesigner for conditions Connect diagonal at 9 B01e �7 `'t. length. not addressed by this detail. midpoint of vertical web. Ili Refer to chart above for m. 101e1:13.10 wwWURNISH READ AND FOLLOW ALL NOTES ON TBI$ DRAWING! �`y'\ �^% 4> REF ASCE7-10-GAB12015 wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �' V 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 SBCA) for safety 19575 9 IP DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. " --- Unless --.1 -- � noted otherwise, top chord shall have properly attached structural sheathing and bottom chord r ,,. - '�'"--"- �„ shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs .41111' DRWG A12015ENC101014 shalt have brat ng nstatled per SCSI sections H3, B7 or H30, os nppl cable. Apply plotes to each face /./ /� i �)-IIS\ III Rf eruto drd drawings tion aZ forwn abdar and on the Jost De tn�ls, unless noted otherwise ' / L ,� � ��\.11 Refer to draw ngs 160A-Z for standard plate positions. ]1 7/20 6 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this /' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Q 1® 3 MAX TOT, LD, 60 PSF installation & bracing of trusses. Y. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional (8d,20,104_ engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 9'�'OL D W N EarT City,MO 63045 For more information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPIewww.tpinst.org; SHCA: www.sbcindustry.org; ICC: wwwIccsafe.org MAX. SPACING 24.0" nermwa movtu I f Gable Detail For Let-in Verticals Gable Truss Plate Sizes ASym'bout O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Ot +®Refer to Engineered truss design for peak, splice, web, and heel plates. © ©If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. 44, � 11%I%P Gable Vertical p p © IiIIii1!4lIII1pirri , Length wO Example: 2X4 , 12X4© Toe-nail , - Or - End-nail / © © To convert from "L' to "P reinforcing members, multiply "T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T" reinforcing member with End Driven Nails: Maximum allowable "T" reinforced gable vertical 10d Common (0.148"x 3,",min) Nails at 4" o.c, plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. "T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of' the "L" reinforcing member. l0d Common (0.148"x3",min) Toenails at 4" o.c. plus Web Length Increase w/ „T" Brace X 4 Nails (4) toenails in the top and bottom chords. "P Reinf, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing � wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 % A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c. SP #3 4" o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED1D1014, "P Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC1D1014, (1) 2x4 "L" Brace Length = 8' 7" A1803OENC101014, A20030ENC101D14, A20030END101014, A20030PED101014 Maximum "P Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nails X X Ceiling ,`SOP PROptSS 0/ '"' '4 Gtisit /O- REE LET-IN VERT AND FOLLOW ALL NOTES ON THIS DRAWING! •wWARN1NG!wr READ ....IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 require extreme care in fabricating, handling, shipping, Trussesinstalling and bracing. Refer to and17 (' ,� follow the latest editon of BCSI (Buldng Component Safety Information, by TPI and SBCA) for safety /r DATE 10/01/14 .7 " practices prior to performing -these functions, Installers shall provide temporary bracing per SCSI. _ ____ Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord ei 1 DRWG GBL LET I N1014 ,„: -� .v shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs I shall have bracing installed per SCSI sections B3, B7 or BIG, as applicable. Apply plates to each face 1 1 7/20 6 -'"' - - ----.- /) i i 1 1 of truss and position as shown above and on the Joint Details, unless noted otherwise. ,„„-::'11 L�L �_ I Refer to drawings 160A-Z for standard plate positions. /��OREG{ON AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fromp �27/tO e0 this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, R n•20,15 MAX. TOT. LD. 60 PSE installation & bracing of trusse OLD W W. S 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 DUR, EAC, ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Eartti City,MO 63045 For more information see this job's general notes page and these web sites MAX, 613012017 ALPINE. wwwalpineitw.com; TPI, www.tpinst.org: SBCA' www.sbcindustry.org; ICC' www.lccsafe.org MAX, SPACING 24.0" ASCE 7-10; 120 rlon, 30' Mean -eignt, Closeo, Exposure C Common Resioential Goole Eno wino Bracing Recuirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See 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), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min,) nails @ 6" o,c. 1 I X X ' , ii 2X4 Blocking - - ♦♦ nailed to 4 45° sheathing and —10.-- 24' Max , each truss (Typ) —�..-1 H . . . . . . . . . . . . 1 1 2X4 DE-L #2 / — H/2 or better —/jII diagonal brace, Attach each end X II for 560#, II IT ), ! _ _ / / / / /on , -a - _ . tinuous Bearing/ / / / / / / - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, <C,EOPRO p wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! & %.“,i14 F % REE GE WHALER ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in Fabricating, handling, shipping, installing and bracing. Refer to and 9 _ ,,, shallo have o t edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety ' r , DATE 10/01/14 Follow the latest practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. P properly attar -- _- -_-—-"_ / Unless noted otherwise, to chord shred ons B3, io s BIO,attached structural sheathing and bottom chord p y restraint ¢f /� / DRWG GABRST101014 properly attached rigid ceiling. Locations shown for permanent lateral webs 1 f fl shalt havebracinginstalled per BCSI as applicable. Apply plates to each Face 11 27/20 6 Q )_ of truss position as shown above and on the Joint Details, unless noted otherwise. i L J Refer to drawings 160A-Z for standard plate positions. //�� �R� AN TW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from y 1 this drawing, any failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, installation is bracing of trusse cover 'VAN f1.20,190 MAX. TOT. LD, 60 PSE • A seal on this drawing or covpage listing this drawing,indicates acceptance of professional C D W engineering responsibility solely for the design shown. The suitability and use of this drawing 1338 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com; TPI. www.tpinstorg; SBCA: www.sbcindustry.org; ICC. www.iccsaFe.org Renews 6!3012017 MAX. SPACING x - ID Frame De . L5 Hip Frame B W4X4, Min. • II _ 2NI U Common mon W1.5X3 51 1, T4yp" , -- w : e Trusses ri F 2x4 Purlins Setback11111111111111111111111111111111 I1. 11 •� �o�•lieus�s:1111111111111111111rsomm : Stepped Hip 1111111111Mf+ �1I1``' System Trusses #1 Hp 1t� ,- 1. itched and Sheathed Chord Area Hip Frame* 2x4 Chords : _IIII_�r����i�i�.,�ir�, �-� Al A. : : 1 : 1 1 .., -__'____ B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3") W3X4, Min. Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to 441 hip with 10d common (0.148"x3") -,nails @ 6" o,c. maximum spacing. Hip frame stops at plumb cut of -/ n Hip Frame jacks to maintain pitch continuity, S e C I I'1 B - B x Hip frame lumber is SPF, So, Pine, HF, . or DEL Standard, Stud grade, or better, y See Engineer's sealed design for setback, — lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit. — - - - purlins must be intact and properly attached H Setback " " System Trusses UseUse this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of' hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1.00 To hi• - purlins. A�,c4 •ESs ..WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! //w4' oGIN0A o ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 'r (i REF HIP FRAME Trusses require extreme care in fabricating, handling, shipping, 19575 ---- ---. __.__-- installingand bracing. Refer to and follow the latest edition of BCSI these g Component SafetylersInformation,allprovdeby TEl and For safety �, DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord .,..Z77'N---N___ ,M shalt have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs 1411111 DRWG HIPFRAME1014 (� I shall have bracing installed per BCSI sections B3, B7 or 010, as applicable. Apply plates to each face 11 7/20 6 _____ __-- _---_______ I �)_ of truss and position as shown above and on the Joint Details, unless noted otherwise. L I---,JU v i i Refer to drawings 160A-Z for standard plate positions. o io9 �`,iN J AN TW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from ` Ni, this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 9 '141.20,10_ P installation d bracing of trusse A seal on this drawing or cover page listing this drawing, indicates acceptance of professional O/ D W w - • engineering responsibility solely for the design shown. The suitability and use of this drawing 133&E Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/7PI I Sec.2. Earth City,MO 63045 For more information see this job's general notes page and these web sites: ALPINE. www.alpineltw.com; TEl www.tpinst.org; SOCA wwwsbcindustry.orgi ICG www.iccsafe.org Renews 6/3012017 IIIIIIIIP — _