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Plans (28) 4 5 7-Lvia - 06dT ` l' (o z sw 11TA c(77-- RECEIVED APR 2 2 Z015 • CITY OF TIGARD BUILDING DIVISION - �-`` arill,I IRA i i o , mss. = H: II IiSD4b... m c-) C--) m r 1:1 11 m m b J -I1� p --I C_ zm Elliql —I=C z =• m cn o — M--I--I i> i-1mM Ci�IM I I It D 7J !VERIFY CEILING HEIGHT HERE— ` .- m o--i 1:; ' I I ' I ______ --Nlippw 2 X NI II I. I . M z(n Z o } '! ---I=o • Nor Z --viim ii1 i 1! J Ii 1.1-130 Zr) 0 13 1-i ocX� r a�� \ zz; ��_ VERIFY ON SITE THIS DIMENSION -1.mm03 •`� _ �, ,-TI IMPORTANT FOR PLANE IN M o m m ':-I mmmc 1-1-+ 'iv-zoo r z , mm -1.M 1 ATTIC TRUSSES WITH RAISED t HEEL TO PLANE IN WITH THE UPPER SECTION HERE 0 Customer: JT ROTH CONSTRUCTION 1. M CO m Deso. : Medallion Mdws lot 3 ADDRESS: VERIFY -Ti m , z Designed by: BILLY BREESE I-- z CO 0 0 0) •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VEZ7175Z0323102814 r Truss Fabricator: Truss Conponents of Oregon Job Identification: 0315196--JT ROTH CONSTRUCTION -Medallion Ides kAM4 -- VERIFY VERIFY, OR o p PRO4 Model Code: IRC e�'S I4N Truss Criteria: I RC2012/TP I-2007 STD CJ' Engineering Software: Alpine proprietary truss analysis software. Version 14.03. 14659 9 r, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration Floor - N/A Mind - 120 MPH (ASCE 7-10-Closed) 9 .�£C ' �g,o9 �vv Notes: '�r/ANw.G3p.Q 1. Determination as to the suitability of these truss conponents for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 • Details: 12030EC1-GBLLETIN-GABRSTIO-12015EC1-BRCLBSUB-PB11510-P816010- Subnitted by CMC 10:25:19 03-23-2015 Reviewer: BFR $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 37754--BGE 15082103 03/23/15 39 37792--L 15082100 03/23/15 2 37755--B 15082066 03/23/15 40 37795--SJ1 15082101 03/23/15 3 37756--S001 15082104 03/23/15 41 37796--5J2 15082102 03/23/15 4 37757--N 15082067 03/23/15 5 37758--01 15082068 03/23/15 6 37759--NG 15082105 03/23/15 7 37760--SDG 15082069 03/23/15 8 37761--1 15082070 03/23/15 9 37762-41 15082071 03/23/15 10 37763--EGE 15082072 03/23/15 11 37764--E 15082073 03/23/15 12 37765--E1 15082074 03/23/15 13 37766--EIGE 15082075 03/23/15 14 37767--AGE 15082076 03/23/15 15 37768--DGE 15082077 03/23/15 16 37769--FGE 15082106 03/23/15 17 37770--F 15082078 03/23/15 18 37771--H 15082079 03/23/15 19 37772--H1 15082080 03/23/15 20 37773--BCAP 15082081 03/23/15 21 37774--BGECAP 15082082 03/23/15 22 37775--CGE 15082083 03/23/15 23 37776--C 15082084 03/23/15 24 37777--6 15082085 03/23/15 25 37778--OG 15082086 03/23/15 26 37779--01 15082087 03/23/15 27 37780--02 15082088 03/23/15 28 37781--03 15082089 03/23/15 29 37782--04 15082090 03/23/15 30 37783--05 15082091 03/23/15 31 37784--EJG 15082092 03/23/15 32 37785--EJ1 15082093 03/23/15 33 37786--EJ2 15082094 03/23/15 ` 34 37787--J 15082095 03/23/15 35 37788--PG 15082096 03/23/15 36 37789--PGA 15082097 03/23/15 37 37790--I 15082098 03/23/15 38 37791--K 15082099 03/23/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - BGE) Top chord 2x4 DF-L #2(g) :T2, T4 2x12 DF-L #2: 120 mph wind, 15.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x12 DF-L #2 :62 2x4 DF-L #1&Bet.(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4,2 Webs 2x3 HF #2 psf, :W1, W2, W3, W5, W6, W7, W8, W9, W10, W11, W13, W14 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumber design. (g) designed using NDS/TPI reduction factors. End verticals not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding load one face, and 24.0" span on opposite face. Top chord must bracing requirements. not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per In lieu of structural panels use purlins to brace all flat TC 0 24" OC. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. 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 2.00. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling, JT PLATE LATERAL CHORD No SIZE SHIFT BITE BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 5-11-0 [ 4] W3X7 1.75 R 4.25 to 22-11-0. [14] W4X8 S 2.25 [29] W5X7 S 1.25 Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, [43] W4X8 S 2.25 Ce=1.10, CAT II & Pf=21.17 psf. [55] W3X7 1.75 L 4.25 4X16(R) III 5X7[29]----- 4X16(R) III W641.111elr Ij'��\`6,'` II9T 12 = 1 ' �� -. � - — 7 12 3X10 ill B2 3X5= 3X5= T4 3X10111 12 1214 12-0-0 8-2-0 401411(4l1_[' 17-0-0 AtiliV, 2-4-3 2-4-3 _I W1mm N W149 1 0 3X7[4] III 1012= 4X8[43]= 4X8[14]= 3X7[55] III 1-0-0 1-0-0 2-8j 3-6-12 3-10-9 I 4-9-3 I 4-9-3 13-10-9 3-6-12 L2-2-1`- R=2083 W=5.5" -5-0 3-4-4 17-3-8 13-4-4 12- 5-0 RL=235/-235 9-7-13 ,1, 9-6-6 ,1. 9-7-13 R=265 PLF W=10-10-8 8-1-0 -1`i o-9-0 0 11-11-0 —T— 8-1-0 Note: All Plates re 1 .5X4 Except As Shown 28-10-0 Over 2 Supports a- Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01. WORop, TY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING!** READ AND FOLLOW ALL NOTES ON MIS MINING! 825 N 4th Ave,Cornelius OR 97113 "I�ORTAXT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. //�_� �`r=;�IirL�w� -..,r TC LL 25.0 PSF REF R7175- 37754 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow c. " - the latest edition of BCSI (Building Component Safety Information by TPI end NTCA) for safety practices prier mofw. 14658 ''S TC DL 10.0 PSF DATE 03/23/15 o performing these function Installers shall provide temporary bracing per BCSI r Unless noted otherwise `.oddlihk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling, Locations shownfor permanent lateral restraint of webs ansa nava bracing Instelied per BCSI ►. BC DL 7.0 PSF DRW CAUSR7175 15082103 ^ to sections B3 87 or 610, as applicable. Apply plates to each face of trussand position as shown above and on ITT I the Joint Det Its, unless noted otherwise Refer to drawings 160A-2 for tandard plate positions. _ BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc hall not be responsible o any deviation from this a drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, V AN ITW COMPANY inatallatlan A bracing or trusses. A 'mfC,7 A90 lV' TOT,LD. 42.0 PSF SEQN- 299945 M A seal on this drawing or sever page listing this drawing, Indicates acceptance of professional engineering Q responsibility solely for the design shown. The suitability and.4.e of this drawing for any structure Is the �F/A fmUt1�A` DUR.FAC. 1.1 5 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.z. NilW. r Sacramento,CA 95828 For more Information a this Job's general notes page and these web sites: EXP.12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 ALPINE: www.alpVne i information ,on s e this nst,org; neral ote s and y.comithese ICC: wisa.ccsaPa.org " I 1 t f 1 I 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - B) Top chord 2x4 DF-L #2(g) :T2, 14 2x12 DF-L #2: 120 mph wind, 15.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x12 DF-L #2 :62 2x4 DF-L #1&Bet.(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals 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. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 5-11-0 to 22-11-0. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 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 [ 9] W4X12 2.50 R 7.75 4X16(R) III 4X16(R) III [24] W4X12 2.50 L 7.75 3X5= 7 1 .5X4= 11111111111111111111111111166, I I 1 .5X4= 3X16 III B2 3X5= 3X5= T4 3X16111 T2 12141 1214% 12-0-0 8-2-0 1 .5X4 III 4* * 1 ,5X4111 di 17-0-0 2-4-3 u H li a 2-4-3 1-0-0 4X8(R) III 4X12(R)[9] III 4X12(R)[24] III 1 o4Xo8(R) III 1012= 2-✓j_ 3-6-12 3-10-9 _I_ 4-9-3 _I_ 4-9-3 _I_ 3-10-93-6-12 -2- 5-9-4 17-3-8 I 5-9-4 I, 9-7-13 I, 9-6-6 _I_ 9-7-13 _I f 8-1-0 p_0 11-11-0 �1� 8-1-0 '1 1< 28-10-0 Over 2 Supports R=2416 W=5.5" R=2416 W=5.5" RL=209/-209 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.1 .r. Ci. QTY:10 QTY:10 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 M*WARN ING!w•READ AND FOLLOW ALL NOTES ON THIS DRAWING! AQi: - .. TC LL 25.0 PSF 825N 4th Ave,Cornelius OR 97113 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INE INSTALLERS. 7 REF R7175- 37755 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow C? 1 46 5 9 F9 y DATE 03/23/1 5 the latest edition of BCS! (Building Component Safety Information, by TPI and OTCA)for safety practices prior AA4.r TC DL 1 0.0 PSF o Performing[hese properly ons lnstall erfuchall provide temporary tom chord Per BCS!. Un lass noted attxrw'so cop chord shall have properly attached et rural sheathing and bottom cMrd shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! r ,.-� E _y BC DL 7.0 PSF DRW CAUSR71 75 15082066 A L� i I fictions 83, BT or B10 as appl lcable Apply plates to each faceoftrussaM position as shown above and on �w'i'ir� a Joint Oetai ls, unless no:::::rwise. Refer to tlrewings 160A-Z forstantlard plate positions. I draping, a di failure of Abu dthetruss inen s Group Inc. shall n t ba responsible Por any tlppiation from this 1 BC LL 0.0 PSF CA-ENG BFR/CWC awing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY tnstattation&bracing of trusses. weC•T 19 9 Q4yv TOT,LD. 42.0 PSF SEQN- 299936 A seal on this drawing or cover pegs listing this drawing, indtestN AeOpt0nce of professional engineering / r0005nsIbilIty ofthe for dig Designer�r ANSI/1111 I suitability end use of this drawing for.Ary structure t>.the , L �+ �►A DUR.FAC. 1.15 FROM BB 8351 Rovana Cide ��R W.V� ` _ Sacramento,CA95828 For more information see this Job's general notes page and these web sites: ALPINE: ww.a 1pinei tw.com TPI www.tpinst.org; 'AICA: www.sbci ndustry.com, ICC; wwn.l ccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 f i i r ( i 1 7 I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - SDG1) Top chord 2x4 DF-L #2(g) :T1 2x4 DF-L #1&Bet.(g): Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 72 plf at -1.83 to 72 plf at 2.00 TC- From 36 plf at 2.00 to 36 plf at 3.77 Connectors in green lumber (g) designed using NDS/TPI reduction factors. TC- From 72 plf at 3.77 to 72 plf at 8.05 TC- From 72 plf at 8.05 to 72 plf at 13.62 TC- From 72 plf at 13.62 to 72 plf at 21.67 120 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.83 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 3.77 DL=4.2 psf. BC- From 14 plf at 3.77 to 14 plf at 21.67 BC- 130.38 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 981.29 lb Conc. Load at 3.77 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W3X5 S 3.75 [ 7] W3X5 S 1.25 4X5= 5X5= 'J C6 - 3X5[7] 4-4-7 6 -- I i // - II + 18-2-4 _� s T 3X5[6] III 3X5= 4X5= 3X5=-- 3X10(A5R) X53X10(A5R)= 3X5(A1) L1-9-15'J Erz 3-9-4 ›1< 4-3-5 4c 5-6-14 >< 8-0-9 I- 8-0-9 .j_,. 5-6-14 _I, 8-0-9 J H21-8-0 Over 2 Supports ={ R=1937 U=136 W=5.5" R=1096 U=57 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .4 s 0T1.,/, QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 ....WARN!NGIee READ AND FOLLDW AU.NOTES ON THIS DRAWING! S4C: TC LL 25.0 PSF REF R7175- 37756 825 N 4th Ave,Comehus OR 97113 *'IMPORTANT' FURNISH nits DRAWING To ALL CONTRACTORS=wpm THE USIAUERs' r- Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow V 1 46 5 �. the latest edition of BCsl (Building Component Safety Information, by TPI and RICA) for safety practices prior 4L ;:'�(/ TC DL 10.0 PSF DATE 03/23/15 to performing these functions tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise. Iw'. -y.-e- r iiiiihk 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 1$0$2104 ctlons 83, 67 or B10 as applicable. Apply plates to each face of trussand position as shown abovo and on Althe Joint Details, unless noted otherwise. Refer to drawings 160A Z for standard plate positions �L�) N BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITP Building Components Group Inc. shall not be responsible for any deviation from this a...-(i • AN ITP COMPANY tllnstalglatlon&ailure tobracing build truss in conformance with ANSI/TPI 1, or for handling, shipping, 'it 9�9 ," TOT.LD. 42.0 PSF SEAN- 299893 A...I on thIs drawing or cover pap.listing thea griming,suitability Intl d tesuse aooaptsrldr of prefa.alerrl enguctun.arlrp 94(r/aHw,C-.14., DUR.FAC. 1 .15 FROM BB raepwulbl Ilty solely for tiv desi pre Shan+. The wl1ab11lty end use of tills drarinp Tor airy etlV°tgre la tM r 8351 RDVana Circle responsibility of the Building Designer per ANSI/iP1 1 See.z. For more information seehis job's generalnotes page God theseweb a SPACING 24.0" JREF- 1 VEZ7175Z03 eCr8lTiAlIO, A9$sz$ ALPINE: www.alpineitw.com: TPI:ww.tpins .org: WTCA;ww.abcndustry Com; ICC: www,iccssfe.org EXP.12-31-15 - a , i I 1 I (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — N) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) :B2 2x4 DF-L #1&Bet.(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf, Connectors in green lumber (g) designed using NDS/TPI reduction factors, 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 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 --- Pi X5=n T / 1.5X4iir 1.5X4 • I 61-- \ / -- 6 5-9-3 -- 1 = 3X5= 3X5= 3X5(A1) B2 18-2-4 3X5= 3X5(A1) L1-9-15>I 5-8-4 5-1-12 5-1-12 5-8-4 7-4-13 6-10-5 7-4-13 10-10-0 10-10-0 Fc 21-8-0 Over 2 Supports .i R=1083 U=54 W=5,5" R=929 U=37 W=5.5" RL=92/-99 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 . mei() Y:4 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 '•WARNINGI•• �AID ra_LaM ALL xoTEs ox rBls DMAr1NG1 825 N 4th Ave,Cornelius OR 97113 "I " P�II�M T1lIs DNA.IMG ro ALL�DMINACTDM6 IMCLIAIMG THE IMSTALLEIffi, 0 �` TC LL 25.0 PSF REF R7175- 37757 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prier 4� 144359�'9 TC DL 1 0.0 PSF DATE 4164 o performing a Chese haveLunontlrly Installers shall provide temporary tom chord per all aUnlessapr natal otherwise. 03/23/1 5 top chord shall have properly attached structural sheathing and bottom c„ortl shall have a properly attached r,gid ceiling. LLoc s shown for permanent lateral restraint of webs shall have bracing installed per BCSI , .�� BC DL 7.0 D PSF A��)_ TM sa ,ane e3, aT r BIO, as applicable. Apply plates to each rano or trussaw position as shown above and on DRW CAUSR7175 15082067 1 the Joint Details, unless noted otherwise Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITV/Building Components croup Inc. s„all net be responsible for any deviation from this .''' ...- BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to 17 id tM1e truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal Iau nn a orating of aasea. — A seal an anis drawing or eager pug.listing Shim drawing, Indicates , engineering 'A/�► 'FC 7, 1989 Q4,`” TOT.LD. 42.0 PSF SEAN- 299895 reresponsibilitySrely for the design shown. The Suitability and use ofothis awing for structure Is the M a 8351 Rogan Circle o the euliding Designer per AMSI/TPI 1 saa.2. T/qM Wr Cj��Q DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more Information sethis Job's general notes page and these web sites: ALPINE: ww,eip,neltw.com: TPI: www.tpinst.org:WrCA:w,w.sbcindustry.cam: ICC: ww.iccsafe.org EXP.12-31-1 5 SPACING 24.0" JREF- 1 VEZ7 1 7 5Z03 . I I I i (0315196--JT ROTH CONSTRUCTION -Medal l ion Mdws lot 4 -- VERIFY VERIFY, OR - N1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21,24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) :B2 2x4 DF-L #1&Bet.(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 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= '\ 1.5X4 1.5X4 lir 6 'I, �� 6 5-9-3 AO/ 62 . 18-2-4 3X5= l l 3X5= 3X5(A1)= 3X5= 3X5(A1) 5-8-4l` 5-1-12 6-10-5 5-1-12 _I_ 7-4-13 5-8-4 7-4-13 i_ I, 10-10-0 I 10-10-0 I� 21-8-0 Over 2 Supports R=936 U=43 W=5.5" 'I RL=81/-81 R=936 U=43 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .0 -. 'IF QTY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-)118 ""WaRNINGI""READ AN FOLLOW ALL NOTES ON THIS DRAWING! • 0 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y4 TC LL 25.0 PSF REF R7175- 37758 Trusses require extreme car in fabricating, handling, shipping, installing and bracing. Refer to and follow : 0 e e latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior V" TC DL 03/23/15 /46\ � o perorming these functions. Installersshallprovide temporary bracing per BCSI Unless noted otherwise, rie 14659�� • 10.0 PSF DATE top chord shall have properly attached stn ural sheathing and bottom chord shall have a properly attached `' rigid ceiling. Locations shownfore. Apply lateral restraint of web swan have bracinginstallednabove SCSI /''-' BC DL 7.0 PSF DRW CAUSR7175 1508206a T. s.4 i I)_ o Tones 63 B]or BtO, as applicable. Apply plates to each faceof truss d on a shown a v J the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard splate positions nd o Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC AN 1TW COMPANY drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation&bracing of trusses. phi g' - A seal on drawing r u.awl°'listing this drawing, indicates bT this aw"ra°.i professional yruengineering r » 9/ '�C 7, 19x9 ,." TOT.LD. 42.0 PSF SEAN- 299897 responsibility solelysheen. The suitability Q OUR.FAC. 1 .15 FROM BB s 8151 RO\'andClTcle• responsibility of the Building Designer per AILS!/TPI 1 Beb.2. V,`'��W. G.vg Sacramento,CA 95828 For more informationthis job's general sage and these web s P ALPINE: www.alpine;tw.com TPI: .rein .org: WTCA:notes ; dustry.com; ICC: „,,,cesafe,nrg FXP SPACING 24.0" J RE F- 1 VEZ7 1 7 5203 1.2- 1-15 , T I (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — NG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)2x4 DF-L Std/Stud(g) TC- From 36 plf at 0.00 to 36 plf at 10.83 TC- From 36 plf at 10.83 to 36 plf at 21.67 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 7 plf at 0.00 to 7 plf at 21.67 BC- 258.35 lb Conc. Load at 1.67, 3.67, 5.67, 7.67 120 mph wind, 21.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 9.0-,23 .7 C, c.6L,ad.a7 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 pf, wind BC DL=4.2 BC- 237.78 lb Conc. Load at 19.67 psf. Wind loads and reactions based on MWFRS. 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X5 S 3.25 [15] W3X5 S 3.25 4X5(R) III 3X5 3X5s 6 1 6 5-9-3 %Aft 18-2-4 3X5[5] III 4X5= 4X8= 3X5[15] Ill 3X10(A6R)= 3X10(A6R) 5-10-4 + 4-11-12 + 4-11-12 -I- 5-10-4 10-10-0 10-10-0 • 21-8-0 Over 2 Supports - J R=1778 U=314 W=5.5" R=1721 U=199 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0)wWA14.03.01.ti—; $. �� QTY:1 OR/-/1/-/-/R/- Scale =,375"/Ft. Truss Components of Oregon (503)357-2118 ' RNINGaww Rem AND FOLLOW ALL NOTES ON THIS DRAWING/ 825 N4t11 Ave,Cornelius 01297113 "1 FURNISH THIS DRAWING TO� Oo1nllh rolls INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175— 37759 Trusses require extreme care In fabricating, handling, snipping, installing and bracing. Refer to and follow TC DL Jp� '� _♦ DATE e latest edition of BCS/ (Building Component Safety Information, by TPI and AICA) for safety practices prior to performing these functions. Installers hail provide temporary bracing per BGei.a Unless"orad otherwise, ski 43 14659 9 y 10.0 PSF 03/23/15 /416 top Chord hall have properly attached structural t ral sheathing and bottom chord shall h a properly attachBP rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing etl ing installed per BCS/ 112,4110 BC DL 7.0 PSF DRW CAUSR7175 15082105 ,4�1 the Joint :4'''. :.',1'. eD aT or unless as applicable. Apply plates to each face of for and position as shown above and on ` L J{ the Joint Oetallo unless notetl applicable. Refer to to each ace of truss plate positions. AIPin tlivslon of ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC wing, any£enure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a:-.c'a AN ITW COMPANY installation a bracing of trusses. ..7 TOT.LD. 42.0 PSF . A seal on this drawing or waver page listing this drawing, Indloetae acceptance of profeselenal engineering a, " C.7 ' a Arf SEQN- 299899 t responsibility solely iaf the design shows. The Suitability and use of this drawing for any Structure is the $)JI Rama Circleresponsibility of the Building Designer per ANSI/TPI T See.2, DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information this job's general notes page and these web sues', TjgNw•0�� ALPINE. www.alpineitw.com, TPI Iww.tpinst.org; WTCA, www.sbclndostry.00m; ICC: .iccsafe.org FXP 12-31-15- SPACING 24.0" JREF- 1 VEZ7 1 7 5203 I a . l I I l i i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - SDG) Top chord 2x4 DF-L #1&Bet.(g) :12 2x4 DF-L #2(g): 120 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS. Special loads In lieu of structural panels use purlins to brace all flat TC @ 24" (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) OC. TC- From 72 plf at -1.83 to 72 plf at 8.05 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 36 plf at 8.05 to 36 plf at 9.79 load applied per IRC-12 section 301.5. TC- From 72 plf at 9.79 to 72 plf at 17.83 BC- From 4 plf at -1.83 to 4 plf at 0.00 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 7 plf at 0.00 to 7 plf at 17.83 factor for dead load is 2.00, TC- 550.00 lb Conc. Load at 7.94, 9.90 BC- 58.05 lb Conc. Load at 2.00, 4.00,13.83,15.83 JT PLATE LATERAL CHORD BC- 60.13 lb Conc. Load at 6.00,11.83 No SIZE SHIFT BITE BC- 161.18 lb Conc. Load at 8.11, 9.72 [ 6] W1.5X4 S 2.25 5X5= 5X5= T2 - 1 6 \\ 61--- 4-4-7 i B 18-2-4 1.5X4[6] III 3X5= 5X5(A1)= 5X5(• Al) 1-9-15- 1 I< 8-0-9 >I< 1-8-14 >I< 8-0-9 I- 8-0-9 -J-1-8-14_L- 8-0-9 J F17-10-0 Over 2 Supports R=1713 U=145 W=5.5" R=1556 U=118 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 QTY:1 OR/-/1/-/-/R/- Scale =,375"/Ft. Truss Components of Oregon (503)357-2118 •'WARN INGI•• READ Aro FOLLOW All NOTES ON THIS CRANING! �,k� 4 TC LL 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. Fula'SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 25.0 PSF REF R7175- 37760 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow e._�� the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safest v TC DL 10.0 PSF /� m a performing these functions. Installers shell a r practices prior �, 14659 4'Q DATE 03/23/15 top echordrfor shell have Lr Prov temporary bracing per BCSI. Unless noted otherwise,r properly attached structural sheathing and bottom chord shall have rigid ceiling, Locations shown for rest a Properly installed per SC �,: BC DL Par ply lest nal ralnt of webs ss an lava bracing shwnabo per SCSI } 7.0 PSF DRW CAUSR7175 15082069 tl sections B3, BT or BIO as applicable.permanent places to each face of truss end position as shown above and on 4-' / �� --� I i the Joint Beteils, unless noted otherwise. Refer to tlrewirgs 160--Z forsstendartl plate Positions. A 1LtF N�� Alpine, a dioialon of I N ding Cempane ,G n Inc ahall mai be responsible fPr any devlatiPn frPm this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build t truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses, n Uil,this drawing on lel ny°To v.sower listing own. this au tl indicate*wWp!°gm of V°Mw10eei engineering /p 'cC "I �v TOT.LD, 42.0 PSF SEAN- 299868 responsibility of the BuildingY and use or this drawing for any structure Is the 8351 Rovana Cvcle by Designer per ANBI/TPI 1 seo.2. 4). w.Mk DUR.FAC, 1 ,15 FROM BB Sacramento,CA 95828 For more Informations this,Job's general notes page and these web e P ALPINE: www.alpineitw.com; TPI: wmr.tpinst.org; NTCA: www,sbcindustry.com; ICC: www,iccsefe.org SPACING 24.0" J RE F- 1 VEZ7 1 7 5Z03 EXP.12 31.15 I A I i (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - M) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 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(R1)------------- Iv s 6 4-9-11 --------- ,-- --...4iii Ig, 18-2-4 1 .5X4 III 3X5(A1)= 3X5(A1) LE-1-9-15J 1." 8-11-0 >'I< 8-11-0 8-11-0 8-11-0 1— 17-10-0 Over 2 Supports :i R=919 U=42 W=5.5" R=762 U=26 W=5.5" RL=78/-64 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 QTY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ""WARNING!""READ Aro FOLLOW ALL NOTES ON THIS DRAWING! �t 1 OFF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ""I +TANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ,01-1 rr■ REF R7175— 37761 Tru require extreme car in fabricating, handling, shipping, installing and bracing. Refer are follow '�� V'4 the latest edition of SCSI (Building Component Safety Information, by TPI and MTCA)CSI for safety practices is /,C7 'Q�' TC DL 10.0 PSF . 411116 w performing these untions Installers hall provide temporary bracing per BCS!. Unless noted otherwise, /4 14659�1. > DATE 03/23/15 [op chord hall have properly attached structural sheathing and bottom chord shall have a properly attached ` /� rigid cal I ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI y� K— Bir DL DRW CAUSR7175 15082070 ��T lions&T, BT or 810 as applicable. Apply plates to each face of trussand position as shown above and onr�,31 � �y� 7.0 PSF A�I Q) N I the Joint Details, unless noted otherwise. Refer to drawings 180Ao-Z forstandardplate positions. +tel DLI' I Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a:. .e; AN ITW COMPANY installation&bracing of tresses. sy TOT.LD. 42.0 PSF A seal on this droving or cover page listing thla drawing, Indlostss acceptance of prefseslleel engineering 4 NFC 7, 19 9 ,,,, SEQN- 299870 f responsibility wkly for the assign sheer. The suitability end use of this drawing for any structures w I �A o 8351ROvatlaCvcle responsibility of the Building Designer par ANSI/TPI +sees.n0jjAMW.GffVr DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general s page and these web sites: ALPINE: www.alpineitw.com; TPI:waw.tpinst.org;NTCA: www,sbcindustry.com; ICC: evw.iccsafe.org SPACING 24.0" J REF- 1 VEZ7 1 7 5 Z03 -EXP.12 31 15 - 1 l (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — Ml) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 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(R1)4i s 116 4-9-11 3X5 (A1)= 1.5X4 III 18_2.4 3X5(A1) 8-11-0 '"f` 8-11-0 a1 L- 8-11-0 _I_ 8-11-0 < 17-10-0 Over 2 Supports R=769 U=31 RL=67/-67 R=771 U=31 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 14.03.01.0QTY:2 OR/-/1/-/-/R/- Scale =.375"/Ft. LL al Truss Components of Oregon (503)357-2118 ••WARNINGI•• READ AND FOLLOW ANOTES THIS meIucl ` /y 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, .``,�`�� ••v_�tC TC LL 25.0 PSF REF R7175- 37762 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow h latest edition of BCSI (Elulltling Component Safety Information, by TPI and RTCA) for safetyS TC DL 10.0 PSF DATE 03/23/15 to performing these functions. Installers shall vide r tedcooherwise, chord shall have Pro temporary bracing per all Unless noted - Q. 14659��' top properly attached structural sheathing end bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7175 15082071 • oilik6 .4�1 O� I *I sections 83 87 or 8110, as applicable. Apply plates to each feceoof truss and position as shown above and on 4, 3J L I the Joint Details, less no ed herwlse. Refer to tlraw 160A-Z for stantlard plate positions. _ I Alpine, :4';.7.°;.°L tl,vislon of ITW Bulltling Components croup Inc sh=,7-7-T..,°7::77.7- ll n t be responsible fpr any tlev,atlon from this BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY install any failure to build the truss "n conformance with ANSI/TPI 1, or far handl- aping. _ N installation B bracing of trusses. ng, sh, ��' Anreseal n.on droving or cover asps listing anis drawing, Indicates o000pvrpw of professional engineering /•� 'f.. �9 l4y, TOT.LD. 42.0 PSF SEAN- 299872 b solely for the design sham. The suitability and use or this drawing for any structure Is the -/� 7, 19 AV 8351 ROvanoCITCte responsibility or the qulltling Designer per ANSI/TPI 1 Sec.2. �4/.. '.MO' DUN.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information s this Job's general notes page and these web sites: C•• ALPINE: www.alpineltw.com; TPI:ewww.tpin ,erg:ATCA: www.sbcindustry.com; ICC: ,iccsafe.org SPACING 24.0" JREF- 1 VEZ7 1 7 5Z03 - RP.1231Yi - w a l 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - EGE) Top chord 2x4 DF-L #1&Bet.(g) • 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 •W1, W6 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W2, W4 2x6 HF #2: :W3 2x4 DF-L #2(g): :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding load one face, and 24.0" span on opposite face. Top chord bracing requirements. must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per (a) Continuous lateral restraint equally spaced on member. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 6X10(R) III 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 2.00. A. Shim all supports to solid bearing. T • • + Provide lateral bracing for inset chord. Attach nailer 01 I at edge of lower roof diaphragm, or use purlins at 24" oc. 10,0 • .4\6#4\11\111h1 10-6-3 12 ii l -1 12 I I `i 6 L- 4X5(R) III W6 l , A A 1'6, ---1 6 4MimadimommomildIMMEmmdmmommmo 4...9-1-0 _L • 3X5(F1) 5X7 2X4(61)= 1-0-°� 13-0-8 >I< 7-1-8 1�-, H 5-0-8 -10-Z _ 3-2-1 _1_ 5-0-8_ _i_ 5-0-8 J 6-9-0 "I 6-3-8 I 7-1-8 '1 10-1-0 I_ 10-1-0 6-9-0 -I- 6-3-8 "I- 7-1-8 R=698 U=8 W=5.5" ,c 20-2-0 Over 3 Supports RL=244/-244 Note: All Plates Are 1.5X4 Except As Shown. R=1776 W=5.5" R=327 U=72 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01. jDaROp�,�TY:1 OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Components of Oregon 503 357-2118 ^WARNINGIme READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��. p ••IMPORTANT• FURNISH THIS DRAINING TO ALL CONTRACTORS incomes THE neshu has. Gj }{iJ'`C. TC LL 25.0 PSF REF R7175- 37763 825 N 4th Ave,Cornelius O 97 13 Q�� --- Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow emm It. TC DL 10.0 PSF DATE 03/23/15 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior 14659 ''Q�yw a performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, "tip .,,,,, - _ ` top chord shall have properly attached structural ` sheathing a.bottom chord shall have a properly attached rigid calling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI • (0315196--JT ROTH CONSTRUCTION —Medal l ion Mdws lot 4 -- VERIFY VERIFY, OR — E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2 2x4 DF-L #2(g): DL=4.2 psf. :W3 2x4 DF-L #1&Bet.(g): Connectors ingreen lumber designedusing Wind loads and reactions based on MWFRS with additional C&C member (g) NDS/TPI reduction factors, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load (a) Continuous lateral restraint equally spaced on member. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 2.00. 4X5(R) III \1\I 1.5 11 .5X4* X4 W3 (a) 10-6-3 12ii71 12 4X5(R) III \ 6 6 \Iji a. 9-1-0 ts15X5(R)/11 3X5(F1)0- 2X4(61). --- 1-0-0 _ . 13-0-8 - 7-1-8 >��° L. 5 -0-8 5-0-8 .j . 5-0-8 I` 6-9-0 -1 6 3-8 –I– _l_ 5-0-8 7-1-8 10-1-0 _I_ 10-1-0 6-9-0 --I— 6-3-8 —I— 7-1-8 20-2-0 Over 3 Supports R=566 W=5.5" R=1313 W=5.5" R=325 U=69 W=5.5" RL=217/-217 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .E , ��:•� *TY OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357- 118 '"MIAfwINGI""aeAo nro FW-L°8 Au AGMs ax nils oaanxcl 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING E I THE INSTALLERS. 825 �'��g}N �- , TC LL 25.0 PSF REF R7175- 37764 Trusses h pp ng, nstall ng antl bracing. eefer to and fol'oow the latestr:=:n of BCSI (BuildingbComponent SafetynlnPorm= by TPI ane WTCA, far ty pracuoea 14659 1 r TC DL 10.0 PSF DATE io performing these functions. Installers shall provide temporary bra of oP a[ Pr , g hg per all unless noted attached r03/23/15 top echordrfor in II have properly attached structural sheathing and bottomchordrd shall have a properly otherwise, N rigid ceiling Locations shown for permanent lateral restraint of web bail have bracing installed per BCSI l!�/L�3/ ' BC DL 7.0 PSF . 4114W .4�1 sections B3, BT or 610 as applicable. Apply pier=s to each faceoftrussand position as shown above and on DRW CAUSR7175 15082073 ILL=,- the Joint Details, unless noted otherwise. Refer o drawings 160A-2 forstandardplate positions. Alpine, a division or ITR Building Components Group Inc. shall net be responsible for any deviation from this .: .a.' BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITR COMPANY instauauan'bracing of trusses. -' A�eeel on this drawing or newt ppe listing this drawing, 9 'Fe.7 1989 ;,,�'f TOT.LD. 42.0 PSF responsibility drawly for the design wises. The suitability es:mestere*of professions! engineer-Ina ♦ SEQN- 299910 of the Building and use r{this drawing for any structure„the sregMw•CAO DUR.FAC. 1.15 83=1 RO4ana Circle responsibilityng Designer per ANSI/TPI 1 Ser.2. FROM BB Sacramento,CA 95828 For more Information sa his job's general notes Page and these web s' ALPINE: www.alpineltw.coml TPI: wxw.tpinst.org; W(CA: www.sbcindustry.com: ICC: www.iccsofe.org EXP.12-31-15 SPACING 24.0" J RE F- 1 VEZ7 1 7 5203 r i I (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - El) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2 2x4 DF-L #2(g): DL=4.2 psf. :W3 2x4 DF-L #1&Bet.(g): :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumberdesign. (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. 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 2.00. Shim all supports to solid bearing. 4X5(R) III Ei -T- 12 12 1.51 1.5X4/0 W3 , (a) •' 10-6-3 12 d \ 3X5 4X5(R) III i 6 6 �� NI 0-11-3 - T +9-1-0 ts15X5(R)/l/ 3X10(E5) III 3X5(F1) 1-0-0 0.c 13-0-8 I 6-7-8 J L 5-0-8 5-0-8 _i_ 4-6-8 6-9-0 i 6-3-8 6-7-8 „c 10-1-09-7-0 6-9-0 6-3-8 6-7-8 < 19-8-0 Over 3 Supports >. R=573 W=5.5" R=1297 W=5.5" R=214 U=75 W=5.5" RL=191/-200 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01. p0Rppp TY:3 OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Components of Oregon 503{`357-2118 "MIARNINCI•'READ AND FOLLOW ALL NOTES ONTHIS DRAWINGI TC LL 25.0 PSF 825 N 4th Ave,Cornelius O�97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE 11aTAl1ER5. ��O s�P REF R7175- 37765 Trusses require extreme care in fabricating, handling, shipping, installingand bracing. Refer t and follow iY' tices prior the latest edition of BCS] (Building Component Safety Information, by TPI d RTCA) for safety o to performing these functions Installers shall provide temporary bracing Per BCSI Unless onoteticotherwise, 14659�9 r TC DL 10 0 PSF DATE 03/23/15 . 416 top chord shell have properly attached structural sheathing am bottom chord shat) have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ,1'3/237 BC DL 7.0 0 PSF Iri �O�— n' sections B3 B]or 810, as applicable Apply plates to each faceoftruss and position as shownabove and on DRW CAUSR7175 15082074 - fll--r I the Joint Deta Is unless nosed o<herwlse. Refer to drawings 180A_Z for staMard plate posrtlons. I I AIPrn a drvlalon eLpITR Belding Campdne a Grdap lnc. obeli n t be reappna ble Ter any tle�a n from thea .,: _. BC LL 0.0 PSF CA-ENG BFR/CWC tlrawing, any failure build the truss in conformance with ANSI/TPI 1, or for handling shipping, AN ITWCOMPANY installation A bracing of trusses, _'' $9 ." TOT.LD. 42.0 PSF A seal on this drawing or cover page I!King this drwing, indicates emep.nee of professional engineering 9� C, 7, 19 QQ�i+ SEAN— 299915 responsibility solely for she deign nn.n. The suitability and use of this drawing for any structure is tin y/ ti S 8351 Rovana Cycle nmponalbility of the Building Designer per ANSI/TPI 1 See.2. hgN W.CNj' DUR,FAC, 1.15 FROM BB Sacramento,CA 95828 For more informationthis Job's general notes page and these web sites: W� ALPINE: www.alpineitw.comTPISe .tpinst.org; RTC': www.sbcindustry.com; ICC: ww.rccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 .♦ ' 1 f . , 4 l (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — E1GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W6 2x4 DF-L Std/Stud(g): DL=4.2 psf, :W2, W4 2x6 HF #2: :W3 2x4 DF-L #2(g): :W5 2x4 DF-L #1&Bet.(g): :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind mustdno bead cutne orfacenotcheda 24.0" span on opposite face. Top chord bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per (a) Continuous lateral restraint equally spaced on member. engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live load length tabulated for 2X4 studs of the same grade. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase + Provide lateral bracing for inset chord. Attach nailer 6X10(1) 111 factor for dead load is 2.00. at edge of lower roof diaphragm, or use purlins at 24" oc. IIAL Shim all supports to solid bearing. (411rill1 , -1 12 .44 Nsl, 10-6-3 12I 11 " 4X5(1) 3X5o� 0 19 3X5(F1) III 6 ` W6 '' , ., I I H " J � 6 k — _._- _-_ tr-�� 0-11-3 ® 9-1-0 _L 5X7= 3X10(E5) III R=739 U=3 W=5.5" R=1660 W=5.5" R=250 U=69 W=5.5" RL=215/-225 1,0.-< 13-0-8 �1� >1 6-7-8 5-0-8 -10- 3-2-1 5-0-8 4-6-8 6-9-0 6-3-8 6-7-8 10-1-0 _I_ 9-7-0 6-9-0 -I- 6-3-8 =I' 6-7-8 '' Note: All Plates Are 1.5X4 Except As Shown. 19-8-0 Over 3 Supports a Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .1 „�1,1.�, QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNIMGI•'READ AND Fonar ALL races ON THIS DRAWING!825 N4th Ave,Cornelius OR97113 "IMPORTANT** FURNISH IRIS DRAWING LL ING Ta ALL CONTRACTORS INCLUDING TNe INSTALLERS, e��' s 25.0 PSF REF R7175- 37766 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing ` Refer to and follow V the latest edition of SCSI (Building Component Safety Information, by TPI and MICA) for safety O practices prior y�40 w� 14659�'9 9 TC DL 10.0 PSF DATE 03/23/15 to performing these functions. Installers shall provide temporary bracing per SCSI. have noted otherwise 'ms.<,041164, ,,, top chord shall have properly attached structural sheathing end bottom chord shall h a properly attached rigid ceiling, Locations shown for permanenlateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 15082075 t! sections 63, 67 or B10, as applicable. Apply plates to each face o /�fl (F)=N I the glnt oat:,is f tress and position asas„nwneaboea and on 3 BC LL 0.0 PSF CA ENG c-il�Ll !' BC DL 7 0 PSF unless notetl otherwise. Refer to tlrewln s 180A-Z£or standard plate po t'o Alpine, a tll vision of ITW Building Componen s Group Inc, shall not be responsible for any tleviet n Prom this BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, o shipping, ,.=. .,• — AN ITN/COMPANY installation a bracingr for handling, sill or cover p 'F eg G'� TOT.LD. 42.0 0 PSF A seal»rJ11•drawling or cower page listing thl•drawing,l i Intl Use wbweptof for any S engineering In t 4) C ], 19 eQ� SEQN— 299918 responsibility solely for the design shown. The suitability and use or this drawing for any structure Is the w + 8351 ROfana Circle reepensibllity of She Building Designer per ANSI/P1 1 Se0.E. ��/OK okt% DUR.FAC. 1.15 FROM BB SBUBMCIROXA 958?8 For more Information s this Job's general notes page and these web sites: if V ALPINE: www,alpineitw,com; TPI:see WTCA: www.sbcindustry.com: ICC: ww.iccsafe,org EXP.12-31-15 SPACING 24.0” JRE F- 1 VEZ7 1 7 5203 ' 1 1 i t (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — AGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x12 DF-L #2 anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Calculated horizontal deflection is 0.10" due to live load and 0.26" Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF due to dead load. cladding load one face, and 24.0" span on opposite face. Top chord must See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind not be cut or notched. bracing requirements. 4X5= Bottom chord checked for 10.00 psf non-concurrent bottom Deflection meets L/360 live and L/240 total load. Creep increase chord live load applied per IRC-12 section 301.5. R\ factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W3X5 S 3.75 —1 12 [29] W3X7 S 4.00 12 III 11-6-11 a 8-2-0 I 7-8-8 T 1111 T 2-4-3 it ■■ 2-4-3 3X5[1] III F 9-1-0 2X4 III 2X4 III 3X7[29] III L1 ,J L1 'J L- 9-2-8 9-2-8 J 9-2-8 9-2-8 l18-5-0 Over Continuous Support R=146 PLF W=18-5-0 RL=12/-12 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.1 .. Ci.-SG ,/ QTY:1 OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Components of Oregon (503)357-2118 •'WARN INGI•`READ AND FOLLOW ALL NOTES ON THIS ORIIWINGI a� TC LL 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4��` al.ir. k\ 25.0 PSF REF R7175- 37767 Trusses require extreme care in fabricating, shipping, installing and acing. Refer to and follow _I fl•• • the latest edition of ncti (Buildings. In CompoInstallers she Safety Information, b, TPI and WTCSI for lessty practices prier 1 46 5 9 y TC DL 10.0 PSF DATE 03/23/15 to performing these Functions Installers shall provide empo�rabroytbrmclnortlper hBCSIM1avOnlessonoted otherwise, r top chord shell h properly attached structural sheathing ch shall a pr sly trach e rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 3/3 i`_ BC DL 7.0 PSF ,4 �0�� sections 83. B7 or eni0, as as to each' o s and position as shown abode and on DRW CAUSR7175 15082076 IIL� the Joint Details, less noted otherwise. Refertodrawingsf160A-f t Z e trussdard Plate pealtliati BC LL 0.0 PSF Alpine, a division of ITV bu dtheBuilding Components group Inc. snail not be responsible for any deviation from this y CA-ENG BFR/CWC tlnstaIt, any failure t f tru the truss In conformance with ANSI/TPI t, or for handling, shipping, AN ITW COMPANY Instal leu an&bracing or trusses. — Anuporna resee!on spis onsibility solely or the cover page listing hw�eultab'Iglltl'p'wt..acceptance professional.11GInIaarinp 4% '4"0 7, 1s0 Q4:.' TOT.LD. 42.0 PSF SEAN- 299932 1M y end use of this drawing Ter any structure If the Q 8351 Rmmm Cvcle responsibility of the Bulla lrg Designer per ANSI/7PI 1 seg.z, r/dH W.G‘k DUR,FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information see this Jobs goner.,n s Peg.and teeee web a ALPINE: www.alpineltw.com: TPI: www.tpinst.org: NTCA: www.sbcintlustry Com, ICC: www.iccsafe.org EXPSPACING 24.0" JRE F- 1 VEZ 7 1 7 5203 12-31 15 • 1 1 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — DGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live load length tabulated for 2X4 studs of the same grade. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase 4X5==• factor for dead load is 2.00. Ak MN -77 4 7-2-3 12 Addil1 ► i 12 9-1-0 r1' A 2X4(81)= 2X4(61)= It 6-9-0 _i_ 6-9-0 ,I 13-6-0 Over Continuous Support :{ R=134 PLF U=7 PLF W=13-6-0 RL=13/-13 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01. meRpFF Y:1 OR/-/1/-/-/R/- Scale =,3125"/Ft. Truss Components of Oregon ((503))357-2118 **WARNING I••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•• AMISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � .v.03/2.1v,15"-9• . TC LL 25.0 PSF REF R7175— 37768 Trusses require extreme care in fabricating handling, shipping, Installing and bracing. Refer to and follow Che latest edition of DCG! (Building Component Safety Information, by TPI and WI'CA) for safety practices prior k/ 'Q to performing these functions Installers shall provide temporary bracing per BCS/. Unless noted otherwise. �- TC DL 10.0 PSF DATE 03/23/15 441111 top chord shall have properly attached structural sheathing an.bottom chord shall have a properly attached rigid telling. Locations drown for permanent lateral restraint of webs shall have bracing installed per BCS! 1BC DL 7.0 0 PSF ATTTT7777 A Ions 63 BT or B10 applicable. Apply places t0 each Pace of[ and position as shown above avid o DRW CAUSR7175 150820]] LIFY.N 1 w the Joint Details, unlessnotedotherwise Refer to drawings 160A-Z for standard plate positions. " Alpe, a division of I'M Building Components Group Inc shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build he r econformance with ANSI/TPI 1, or for handling, shipping, v AN ITW COMPANY installation A bracing of trusses. " " • A...I,,,this drawing or weer papa I Imine pie drawing, indicate*epee9 '4;;:61,40 Q45. TOT.LD i 42.0 PSF SEAN- 299901 responsibility solely Tor the design show,. The suitability acceptance of professional engineering / regionwiblilof 2 and use of tills drawing for any structure Is the r 8151 R0l'ana Cycle h the Building Designer per ANSI/TP1 1 gag.,. FROM BB Sacramento,CA 95828 T�'aHW,CNP DUR.FAC, 1 .15 For information see tMls Job's general notes page and these web sites: ALPINE: wwi.alpineltw.com; TPI; www tpinst.org; WTCA: www.sbcindustry.com, ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" JRE F- 1 VEZ7 1 7 5Z03 l , (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — FGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x10 DF-L #2: DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.09" due to live load and 0.19" due to dead load. Special loads See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) bracing requirements. IC- From 78 plf at -1.00 to 78 plf at 0.00 TC- From 78 plf at 0.00 to 113 plf at 6.75 Provide lateral wind bracing per ITWBCG wind bracing details or per TC- From 113 plf at 6.75 to 78 plf at 13.50 engineer of record. 2X3 studs require reinforcement at 70% of the TC- From 78 plf at 13.50 to 78 plf at 14.50 length tabulated for 2X4 studs of the same grade. BC- From 6 plf at -1.00 to 6 plf at 0.00 BC- From 14 plf at 0.00 to 14 plf at 13.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 6 plf at 13.50 to 6 plf at 14.50 load applied per IRC-12 section 301.5. TC- 1000.00 lb Conc. Load at 6.75 Wind loads and reactions based on MWFRS with additional C&C member 4X5 design. AL NM Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 1 7-2-3 12 I i 1 1 12 2X4(B1)= 3X3 III 2X4(B1) L1 ,+ 6-9-0 + 6-9-0 1 ' L 6-9-0 .I_ 6-9-0 J N 13-6-0 Over 2 Supports >{ R=680 U=100 W=5.5" R=263 PLF U=31 PLF W=7-6-0 RL=176/-176 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14,03.01 .1 QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 '"WARNING!"READ Aro FOLLOW ALL NOTES ON THIS DRAWING! �� e�F 825 N 4th Ave,Comehus 0 97113 **IMPORFMr•' FURNISH THIS DRAWING Tn ALL CONTRACTORS INCLUDING THE INSTALLERS, s r TC LL 25.0 PSF REF R7175- 37769 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 9 TC DL 1 0.0 PSF 4116 o performing Chase functions Installers shall provide temporary bracing per BGS! Unless noted otherwise, cc,'i 14659 9 DATE 03/23/1 5 top chord shall have properly attached structural sheathing and bottan chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI y,p( BC DL 7.0 0 PSF AIIITTT ` sections B3, 87 or 8110, a applicable. Apply plates to each face of t d position as shown above a 1J/[.3,.. DRW CAUSR7175 15082106 LI —N 1 TM the Joint Details, unlessnotedotherwise. Refer drawings 160A-Z forstandardplate positions. \ ILII Alpine, a division of RTW Building Components Group Inc hall not be responsible far any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the t conformance with ANSI/TPI 1, or for handling, shipping, t; .. AN RTW COMPANY i tatlation 6 bracing df trussed,truss n c AnddssR on thin drawing or cover me IIBBIrG this drawing, indicates w 'p 'FC!T 1989 ��v TOT.LD. 42.0 PSF SEQN- 22 70 REV responsibility lblllq drawly for the tlMl shown. T'hi drawing!It arnsptence of professional engineering / Q responsibilit f the Tor t y and use of this drawing for any structure Is the p 8361 Roland Circle y r Building Designer par ANSI/TP! 1 see.x, ' ' 1i w.cp.. DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites. FI LT ALPINE: www.alpineltw.com; TPC: www.tpinst.org;WTCA: www,sbclndustry,com; ICC: www.iccsafe.org SPACING 24.0" J RE F- 1 VEZ 7 1 75203 FXP 12-41-15- • I I • (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X8(R) III 4. PI 7-2-3 A110012R) III 6 1— 00 111 ....111\\ 9-1-0 3X5(F1) 3X5(F1)� L 6-9-0 _i_ B-9-0 J 6-9-0 + 6-9-0 13-6-0 Over 2 Supports > R=718 W=5.5" R=718 W=5.5" RL=156/-156 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .0 ,r; gISO Truss Components of Oregon 503357-2118 ewwaRNINGImw REMAND QTY:2 OR/-/1/-/-/R/- Scale =.3125"/Ft. ((11 oLLBR ALL NOTES ON THIS ORAWINcl p 825 N 4th Ave,Cornelius O 97!13 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ERS. ��C.i` TC LL 25.0 PSF REF 7175- 37770 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow g.` the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior V TC DL 10.0 PSF o Perform M1e these terns Installersheil provide temporary bracing per SCSI, Unless pared otherwise,ched14659�/ DATE 03/23/15 top chord ,shall have properly eitaChOd structural sheathing and bottom chord shall have a properly attached r fa rigid ailing Locations show for permanentlateralarestraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF III�� 03 7or B10 applicable, Apply plates to teach face of t and position as shown above a l- f/. `_ DRW CAUSR7175 15082078 A II LI �) N11- theJoint Details, nlesssno d otherwise. Refer o drawings 160rA Z for standard plate positions. and on ` 'LIJ _ Alp division of NPN Building Components Group Inc, shall t be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC AN ITU COMPANY AN drawing, y fa-lure to build r Wass in conformance with ANSI/TPI 1, or for handling sh ppin installation&bracing of trusses, g. A semi on this drawing or cover pere listing this drawing, indicate*acceptance of prefeelldMl engineering 'cC 7,19$9 �� TOT.LD. 42.0 PSF SEAN- 299920 responsibility solely for the design shown. The du=rability and use of this drawing for any structure is the p & Z335I ROVana CVCIe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �f1 J W. DUR.FAC. 1 .15 FROM BB Sacramento.CA 95828 For more information s this job's general s page and these web sites: V�,~M W.4�� ALPINE: www.alpineitw.com; TP1:see WTCA:notes ICC: w w.lccsafe,org - SPACING 24.0" J RE F- 1 VEZ7 1 7 5Z03 Fxp 12-q1.45_ • I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - H) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5(R1)Di .\ 1 12 7-2-3 12 P .. r.-1-÷----1 `' 9-1-0 i 1.5X4 III 2X4(B1) 2X4(B1) L1 '� 6-9-0 6-9-0 I- 6-9-0 _I- 6-9-0 13-6-0 Over 2 Supports >1 R=711 W=5.5" R=619 W=5.5" RL=133/-145 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .0 QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofCornelius on (501357-2118 ':WARt1I FURNISH HIS AND NG TB Lu ON Rs TO THISSIN LUDIING�l �5� }R1oF TC LL 25.0 PSF REF 87175- 37771 825 N 4th Ave,Comelms Olt 97 13 .'IMPORTANT. FlaWlsx TNIs DRAWING TO ALL CONTRACTORS INCLUDING"'¢ INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, Installing end bracing. Refer to and follow 1� TC DL 10.0 PSF DATE 03/23/15 the latest ng then or Beti s. i g Component Safety Information, by cl and WTCA) for safety ted ober prior 1 46 5 9 T to pchord aha these hav rantaona laecen ars shun pshe shdeeathing teng and ry tree ng per all unless prey oattached rw R7 150 2079 tag chord ingll have properly attached structural rM1l reser art bottom chard shall nava a properly per DRW CAUSR7175 75 8 rigid calling. or Locations shown far permanent plateal restraint nt of webs shall have bracing installed par BCon ," "' BC DL 7.0 PSF sections 83, BT or 810, as applicable. Apply plates to each face of trussand position as shown above and on f2 • �� l)— I I the Joint Details, unless noted otherwise. Refer<o drawings 16011 Z forstandardplate positions. �,L � • //L---77� // I Alpine, a division of ITN Building Components Group Inc shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC Grating, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, . •L. ea NO TOT.LD. 42.0 PSF SEQN- 299926 AN ITW COMPANY installation a crating of trusses.the A seal on this drawing or cover pogo listing thin drawing, Indicates eaaepcenco of profosslanel engineering 'F emponalblllty solely for the design Mown. The suitability add use of this drawing for spy structure Is the 9i�r�AAi1N CiNp4Qw DUR.FAC. 1 .15 FROM BB • 8351 Rovana Cvcle rmponaibl l Ity of the Building Designer per ANSI/TPI ,See.z. Sacramento,CA 95828 For more information sethis Job's general notes page and these web sites: ALPINE, atw.alpineitw.com; TPI:www.tpins<.org; ATCA; www.sbeindustry.com; ICC: emu.icosafe.org SPACING 24.0" J REF- 1 VEZ7 1 7 5203 EXP.12 31-15 .x I S (0315196--JT ROTH CONSTRUCTION -Medal I ion Mdws lot 4 -- VERIFY VERIFY, OR - Hi) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5(R1)i# -- , i2jij it 1- 3• ID 9-1-0 b 3X5= 1.5X4 III 2X4(81) L41 'M I 6-9-0 >Lc 6-1-0 6-1-0 6-9-0 6-1-0 [c 12-10-0 Over 2 Supports R=683 W=5.5" R=585 RL=129/-137 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 Truss Components of Oregon (503)357-2118 ••wARNINGl•• QTY:2 OR/-/1/-/-/R/- Scale =.3125"/Ft. • SAD"ND F0LL0N"a MDQ°N T"Is°nnrl"ct p••IIBgRiANr• FURNISH Zi itlegic 7D ALL cNwEs rolls INCUDINc 7NE INSTA lERS. .4,0.- •0�� TC LL 25.0 PSF REF R7175- 37772 825 N 4111 Ave,Cornelius OR 97113 Trusses rquire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow \�` the latest edition of BCSI (BuildingCom /� Component Safety Information, by TPI and NBCA) for lefety tna<olhersl �;/ y TC DL 1 0.0 PSF to performing these functions. Installers star,provide temporary tracing per BCBI Unless perlya otherwise, w 14659�'p • DATE 03/23/1 5 cop chord shell have properly ai<echetl structural sheathing and bottom chord shell have a properly attached Ct., rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI l: BC DL 7.0 0 PSF ,4�—1O`�N I sections BBs, or B10, as applicable. Apply plates to each face or tr. and position es=hewn...vs enc on ! f1 _ DRW CAUSR7175 15082080 L J I the Joint Details, .:',77.-::7,.7:7-% :less no herw s Refer o drewings 16:Z forsstantlartl plata positions. y pine division of Ibu Building Components Group Int. h AN net be nor forible far any ippiatlnn from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for hantll irg, shipping, AN ITW COMPANY instal ration a braci�or trusses. e; .S. J A e this drawing or mover page listing this drawing, lenie.te.accept.„oe of professional engineering ,,940, ,!C T i, '4;- TOT.LD. 42.D PSF SEAN- 299928 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the 7 t� cY • 8351 Roma Circle napensibility of the Building Designer per AN.SI/TPl 1 Sec.2. %. • AQ� DUR,FAC. 1 ,15 FROM BB Sacramento,,,,,,—re 8 For more information s this Job's general no TZ,�MWw C� ALPINE: www.elpineitw.com; TPI:www t s page and these web s� n . pinst.org: WTCA: www.sbcindustry.com: ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VEZ7 1 75Z03 EXP.12 31 1J w 1 , (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — BCAP) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 oa360 live and L/240 total load. Creep increase factor for dead load is 2.00. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. 4X5= 1 I 12 12 4-9-7 0-0-4 9-1-0 2X4(D8R 1 .5X4 III 2X4(D8R)� I< 4-9-3 >d< 4-9-3 I, 4-9-3 J_ 4-9-3 ,I I-= 9-6-6 Over Continuous Support al R=97 PLF U=2 PLF W=9-6-6 RL=8/-8 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 .* •?t. _ Truss Components of Oregon (503)357-2118 •'WARN INGI••READ ARO FOLIO,Au NOTES OR THIS Is DRAWING! 1 1/- - - _ 825 N 4th Ave,Cornelius OR 97113 •'IN TART•• FURNISH MOS DRAWING To ALL INCLUDING THE IrarALLBNs Trusses require extreme care in fabricating, handling. shippi , installing and bracing. Refer to and low t1 c R/ / 25 0/ _ the latest edition of BCBI (Building Component Safety Information, by TPI and WTCA) for safety practices *41' R7 � - - PSF Scale Ft to performing rheas functions. Installers shall provide temporary bracing per SCSI. Unless Yed otherwise. - 03/23/1 5 TC LL REF 175 37773 top chrd shall have attached structural n 14659�9 7, TC DL 10 0 PSF DATE properly a achetl s al sheathing and bottom chord shall Move a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI 'k BC DL 7.0 0 PSF A -,L=)_N ' sections ae3, B]or unless as noted other Apply plates to eachwilace of truss and position as shown above and on DRW CAUSR7175 15082081 J 1 the Joint Details, unless rappl cable. A. Refer to to gs aceA f for trusstand position plate positions. ( Alpl division de ITW B„ithing Co.,o ,cr Inc shall rrdt be responsible for any de..iauan fret this BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY dInstalllation&abracing of trusses. ru ineconformance with ANBI/TPI 1, or far handling, shipping, /� s•i�-ei ' AAesstlealls lnl Nis drawing or cover pegs listing this drawing, indicates acceptance of prof.s.lonel engineering 10,....4.... n4i 7 1.— •;04 � TOT.LD. 42.0 PSF SEQN— 299952 responsibility solely Tor the design shown. The suitability end use of this drawing for any structure Is the i • 8351 Havana Circle y o the Building Designer per NISI/Tel T Sec.2, S')�ANW.(IIN DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information s this Job's general notes page and these web sites, gl ALPINE: wwa.alpineltw.cm; TPI:see .TCA: www,sbcindustry.coo' ICC: www.iccsafe,org SPACING 24.0" J RE F- 1 VEZ7 1 75203 EXP. 17-41-15 i i (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — BGECAP) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects'allowed within 12" of notches. Do not notch in overhang or heel panel. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom chord live load length tabulated for 2X4 studs of the same grade. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Refer to DWG P6115101014 and/or P8160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. 4X5-- 4\ X5=4► 1.5X4111 Lill 1.5X4111 ifir 12 • 'W � , 12 • 4-9-7 1 1 0 -4 ., * 0-0-4 2X4(D8R) 1 .5X4 III 1.5X4 III 1.5X4 III 2X4(D8R) 4-9-3 ai< 4-9-3 L- 4-9-3 J- 4-9-3 J k9-6-6 Over Continuous Support R=112 PLF U=26 PLF W=9-6-6 RL=9/-9 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2 (096)/4(0) 14.03.01. g Truss Components 503357-2118 •• RAF TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. p ) WARNtNGI••READ AND FOLLOW ALL NOTES ON alts DRAWING! 4, � 825 N 4th Ave,Cornelius O •I AN 97113 • r•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5 W '-• - ,' TC LL 25.0 PSF REF R7175- 37774 Trusses requireextreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow '•� the latest -e n of BCSI (Building Component Safety Information, by TPI and%TCA) for safety practices prior /tV� 14659 '9 to TC DL iw to performing these functions Installers shall provide temporary bracing per BCSI a Unless noted Otherwise ^‘ 10.0 PSF DATE 03/23/1 5 cop chord shall have properly attached structural sheathing and bottom chord shall h a properly attached ��,�pyry"' rigid ceiling. Locations shown for permanent lateral re of webs shall have bracing Installed per BCSI #312 / _0 BC DL 7.0 0 A�I - sections 63, BT or B10unless as noted applicable. Apply ferias wings 1(1a Or truss and rd plate as shown above and on "�� PSF DRW CAUSR7175 15082082 I` L J I the Joint 3, B7 o unless no ed cable. sA Refer to to each ace of for trusstand position ition positions. I Alpine, a division of ITV Building Components Group Inc, shall not be responsible for any deviation from this .. .. BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation A bracing of trusses. A/ �( "seel responsibility''`amisly°T r the cover pooh 'alli rnl�7�h'i`dr.wIdroning, iodiwt.m accept/moo of professional engineering r! '0C 7.19$9 Qk�"' TOT.LD. 42.0 PSF SEAN- 299954 responsibility of sly Building suitability end use or this aro lny for any srnaowro is the • 81i!RmenaCircle Yng Designer per ANSI/TPI I Son.2. T/AINW Cr•1 DUR.FAC. 1 .15 FROM BB • Sacramento,CA 95828 ForF this s Job's general notes page and these web sites: tes: wALPINE, w.alpineltwcromtw TPI: w .tpinst,org; ATCA: www.sbcindustry.com; ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 • ♦ i m (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — CGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M5 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF inSee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind beaddnotchedn1.5" deep Xone face, and 3.524AT 48' 0/c" spannalongs top edge. DOoite face. pNOToOVERma CUT.bracing requirements. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length (a) Continuous lateral restraint equally spaced on member. tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 2.00. load applied per IRC-12 section 301.5. 2X4 III 1.5X4 III -7- 1 .5X4 III 12111 2 1 �1 1 .5X4 III 4X5/i I, 9-6-7 r 2-4-3 r 4_9-1-0 _L 1 .5X4111 1 .5X4111 2X4111 L1 r 3X5= 1.5X4 ill R=144 PLF U=30 PLF W=7-2-4 2" 5 -11-5 RL=53/-12 PLF 111-11-r` 5-3-2 7-2-4 Over Continuous Support r —1 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .E •WARNINGI• ��=CCANROAF TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503))357-1118 •READ AND Faun ALL NOTES ON THIS DRAINING/ 825 Components Cornelius OR 97113 ••INFORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, '' rL}.� M TC LL 25.0 PSF REF R7175- 37775 Trusses require e n fabricating, handling shipping, Installing and bracing Refer to and follow C. the latest edition of SCSIc(Building Component Safety Information, by TPI and NTCA) for safety practices 'w 1 46 5 9 '9 TC DL 10.0 PSF /� m o performing thesefunctions. Installers shall at atm prier ef. DATE 03/23/15 top chord shell have provide temporary bracing per BCSI Unless n otherwise, it, properly attached structural sheathing and bottom chord shall have a properly attached rigttl cel ling Loc tions sM1own Por perms ant lateral reatralnt of webs sM1all have bracing Installed par BCBI +312 '% BC DL 7.0 PSF TI sec roes 83, 8]or Blo as applicable. A i atos to each face of Cru erW position a drown above and o the Joint Details, PP Y pl ALP-IN ; unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 0 PSF DRW CAUSR7175 15082083 Alpine, a dy visionfailure of ITN Building Components group Inc. shall net be responsible for any ripping,«,from this .,: .. BC LLCA-ENG BFR/CWC drawing, any failure tc build the di truss inconformance with ANSI/TPI ], or far handling.Torg, shipping, Y AN TM/COMPANY Installation A bracing of trusses, �Q n A seal on this drawing or Ron.,.page listing this drawing, InWIGUs meeepLnae of profMsloM1 engineering "�/ wcC 1989 @k,'" TOT.LD. 42.0 PSF SEQN- 299942 responsibresponsiility I ICy solely Building design Mown. The suitability and use M this drawing for any structure is Up L] • 8351 RovaBa Circle y e hg Designer per ANSI/TPI 1 See.3. rZ4N W Q0 DUR.FAC. 1 .15 FROM BB SacrNOCnto,CA 95828 wwFor more information Ion th 1 s Job's general notes page and these web sites: ALPINE: ,alpineltw,comCTPisw ww.tpinst.org;ATCA: vmw,sbcindustry.com, ICC: www,rccsafe,org EXP.12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 • (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets oa360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III 3X54' # W4 12 1 .5X4 III (a) 9-6-7 2-4-3Il ...27: 411 9-1-0 3X3= 4X5(R) III L1 'J 1"12 2 .12 3-5-6 3-4-6 1'12 7-0-8 1.E7-2-4 Over 2 Supports R=418 W=5.5" RL=134/-75 R=330 U=79 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01. TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503)357-2118 ....WARNING!.• READ AND FOLLOW ALL moms ori THIS DRAWING! �� aFP 825 N 4th Ave,Cornelius OR 97113 ••II,ORTANT•• FURNISH THIS DRAWING To ALL corrNweTDNs INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 37776 russes require extreme care in fabricating handling, shipping, Installing and bracing, Refer to and follow Sr/ iflr '� {helatest edition of RCS! (Building Component Safety Information by TPI and WTCA) for safety to performing these functions Installers shall provide temporary brae' r SCSI Unless noted otherwise, Practices prior 14659 > TC DL 10 0 PSF DATE 03/23/15 top chord shall have properly attached structural sheathing and bottom chordshallhave a properly a tacM1ed r rigid ceiling. LLocati Locations for permanent u lateral restraint of webs shall have bracing installedperBCS! �+' e 3/23/ ! --/ BC DL 7.0 PSF A n Loi_N thet onsgin as noted oable. Apply therwise. Referes to `h face f for position as a a^°n^ DRW CAUSR7175 15082084 ILIA— e Joint 3, 137 o, unless noted o and poo show t! Re each 160A-Z for plate positions. Alpine, a division of RTW Building Components Group Inc. shall not be responsible f any deviation from this ,.,., N BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure c build the t conformance with ANSI/TPI 1, or for handling, s - .01 AN RTW COMPANY Installation A bracing or trusses.truss in< shipping, .� e A seal on dresing or Cover page listing this di-swing, Indloatee acceptance or professions] engineering 9j FC.'j 1984 Qk" TOT.LD. 42.0 PSF SEQN- 299939 ry solely for the design shown. The suitability endues of this drawing for any structure Is the V 8351 RovanaCirde reaponsiblllty of the Bonding Designer par NISI/7P1 1 seas. r/A�w.Okr DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information th is Job's general n lenge age and these web Site, ALPINE: .alpineltw.cam TPI 5ewww tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsefe.org EXP.12-31-1 5 SPACING 24.0" J RE F- 1 VEZ7 1 7 5Z03 (031 51 96--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 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 2.00. 1.5X4 III G 6-5-3 12 I 6-5-3 .211=MMINIIIIIMMIIMINIIIIms T 9-1-0 i 2X4(131)=--=- 1.5X4 III Fr 5-10-4 '"12 F6-0-0 Over 2 Supports-- R=376 W=5.5" RL=114/-66 R=261 U=36 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .E ',1,1!:14,);$ TrussComponentsofOregon (503)357- 118 •*WARNINGI••DEAD No FOLLOW,AL NOTES ON THIS DRAINING, _ TY:3 OR/-/1/-/-/R/- Scale =.375"/Ft. 825 N 4th Ave,Cornelius 503)35 **IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175— 37777 Trusses require extrema re in fabricating handling, shipping, Installing and bracing. Refer to and follow _y� 10k . the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1.(� kr 1 46 5 9�'Y R TC DL to performing these fpnetidna. Installers shall provide temporary bracing per BCSI. Unless noted etherwlae Ct. v. 1 0.0 PSF DATE 03/23/15 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid bet ling. Locations shown for permanent res aint of webs shall have bracing installed per BCSI BC DL 7.0 PSF sections B3 BT or 810, as applicable. Apply plates to each face of truss and position as shown above and o „, ' J the Jain Details, un ass noted otherwise. Refer to drawings 16GA_ �-- DRW CAUSR7175 15082085 ^9 Z for plate positions. Alpine, a division of ITW Building Components Group Inc. shall net be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build s Inc formance with ANSI/TPI 1. or for handling, shi •"� AN ITW COMPANY instal let inn a brace ng of trusses. r PRi^D, y A...I on this droving or Caner pipe lifting this dr4leg, indicates ,g 4101.•FC, 7, 19 9 Q� TOT.LD. 42.0 PSF SEQN- 299922 • re.pgaylelllry solely for the aalgn shown. The Suitability �Oa�'�of proraa lerrl engineering • 8351 RovanaCircle rwtpnalbl l icy or the appal peal y spa use or this arewlnW,for.my structure Is AMW. •W,Designer per ANL4I/Tpl 's.d.z. Z ''Ll DUR.FAC. 1.15 FROM BB SWUIT11n0,CA 95828 For more information see this gob's genera/ notes page and these web s • ALPINE: www,alpineltw,com; TPI: www,tpin ,erg; WTCA: eww,sbcindustry,com: ICC:w+.w.iccsafe,org EXP.12-31-15 SPACING 24.0" J REF- 1 VEZ7 1 7 5Z03 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — OG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) (Lumber Du78 plfc.=1.15 / Plate plf at 0.5) TC- From 78 at -1.00 to 78 plf at 0.88 Connectors ingreen lumber designedusing TC- From 39 plf at 0.88 to 39 plf at 5.94 (g) NDS/TPI reduction factors. BC- From 6 plf at -1.00 to 6 plf at 0.00 BC- From 7 plf at 0.00 to 7 plf at 5.94 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- -2.11 lb Conc. Load at 0.91 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 p , wind BC DL=4.2 BC- 76.85 lb Conc. Load at 0.95, 2.95, 4.95 psf. Wind loads and reactions based on MWFRS. 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 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 2.00. 4X5= 3X3= i 1z -Tfl._ 1-2-8 1-3-13 ® 18-2-4 i 3X5= 1 .5X4 III 2X4(81) Ll0 1 5-0-10 10"10 5-0-10 '1 0-10-10 (_ _f— 5-0-10 k5-11-4 Over 2 Supports R=383 U=22 W=5.5" R=238 U=14 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01... s CL 04 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.37 Truss Components Cornelius ((503)357-2118 •*WARN FURNI••NEM AND NTO ALL IS INCLUDING DRAWING! 825 N 4th Ave,CfO ego O)2 97113 ...IMPORTANT"' PUNISH THIS DRAINING Tg IUL INCLUDING THE INSTALLERS. PSF Trusses require extreme care in fabricating, handling, shipping, Installing end bracing. Refer to and follow G , V, �� ItICr TC LL 25 0 REF R7175— 37778 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 BCS). Unless noted otherwise, 14659 '9 �, TC DL 10.0 PSF DATE 03/23/15 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 0 PSF ,4�� I1 " sections B3, BT=r B10, as applicable. Apply plates to each lata of truss dry posit as shown above and m ).1.a DRW CAUSR7175 15082086 1 the Joint Detail , u::.°7-7.-::-:::::7-....n::':: nless mated cable. A. Ra far to drawings ace Z for stardapo plate as shiwns bo Alpine, a di vis no£ITW Builtl'ng Co ponants Group Inc aha11 not be responsible far any de..atidn from thea BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �.' N AN ITW COMPANY Installation a bracing of tresses. "" ' le drwinp or cover page listing this drawing, indicates epesptenpe of professional engineering 9j ',Cc 7 �g6A Q(V+~ TOT.LD. 42.0 PSF SEAN- 299879 responsibility solely for the design Mesa, The suitability end use of this drawing for any structure Is the p wQ 8351 RovanaCjrcle responsibility of the Obliging Designer per MSI/7PI 7 Sed.2. �•/A y� feHr DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information se this job's general notes page and these web sites: �I^•�I ALPINE: www.alpineltw,coa; TPI:ww,v,tpinst,org:WTCA ams.sbclndustry.cm; ICC: ww.iccsafe.org —EXP.12-31-15 SPACING 24.0" JRE F- 1 VEZ7 1 75Z03 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — 01) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member 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 2.00. 4X5= 1.5X4 III Allilin III : i 12 2-2-2 2-3-13 // X II 111 18-2-4 1.5X4 III 3X5(R) ill 2X4(B1) 1-10-10 1-10-10 �1 4-0-10 L 1-10-10 ,I, 4-0-10 1 5-11-4 Over 2 Supports >I R=374 W=5.5" R=258 U=14 RL=55/-37 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01., s $Ti. _ 1 0/w ID QTY:1 OR/-/1/-/-/R/- Scale 5"/Ft. Truss Components of Oregon (503)357-2118 •*WARN ING!•• READ AFOLLEW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••IMFORTA/TT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. p ki�f- --- TC LL 25.0 PSF REF 87175- 37779 • Tru require extreme care n fabricating, handling shipping, installing and bracing. Refer to and follow \ the latest edition of BCS! (Building Component Safety Information, by TPI and NTCA) for safety practices prior 44 ,+k,' 14659�'9 77 TC DL 10.0 PSF DATE 03/23/15 to performing these functions Installers shall provide temporary bracing per BCS1. Unlessnotedootherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedr. fw rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing p InstalledperSCSI /e� ",� (7 ` tions 83, BT or B^B, applicable. Apply places to each Face of truss and position as shown above on ; 1L1/,mars BC DL 7.0 PSF DRW CAUSR7175 15082087 A I' [Jr—o— r o I I i the=-Setalls,nu lesssno d otherwise. Refer to tlrawings t60Ao Z forest 7:?plate pasltiana. BC LL II`—'11LI, _' `V1 AI Pin a di�ie a of ITw eeilding eamponanta grnep li>c shall n t be raspbns lila fbr any::-.:L:::;on from this _, 0.0 PSF CA—ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI t. or for handling, shipping, a`1' AN ITwCOMPANY installation A bracing of trusses. 'f 6g �+" TOT.LD. 42.0 PSF • A opal on this drwing or cover page!listing Chia drawing, Indicates***entente of professional arpIneerin9 9, •7, A9 'el SEQN- 299885 responsibility solely for the design ahem. The suitability and use of thin drawing for any structure la the • 8351 Rovana Circle raeponalbiiity of the Building Designer per AN51/Tp1 1 Sea.:. sNAT W f•‘A DUR.FAC. 1.15 -FROM BB Sacramento,CA 95828 For more information s th I s job's general notes page and these web sites, �1 V ALPINE: www.alpineltw.com: TPI: ww.tpinst.org; NTCA: www.sbcindustry.com, ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" J REF— 1 VEZ7 1 7 5203 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR - 02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member 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 2.00. 4X5= 1.5X4 III LPN 1 12 Al 3-2-2 3-3-13 fril 0"/ 0 18-2-4 1 1 .5X4 III 3X5(R) III 2X4(B1) 1 ' 2-10-10 3-0-10 L- 2-10-10 _I_ 3-0-10 J Ir 5-11-4 Over 2 Supports '1 R=374 W=5.5" R=258 U=21 RL=77/-44 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 P,T Truss Components 503357-2118 ••WARNINGI••BEAD AND . ,. QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.p ) rouDH ALS HOTEs •off THIS DRAri11Gl . Lite 825 N 4th Ave,Cornelius O 97113 "IrranrAlrt•' pHBHISH THIS awIBB To Au wulgACTDBs IBDIwl1w 7N8 INsrA�tgs. oink. TC LL 25.0 PSF REF 87175- 37780 Trusses require extreme re In fabricating, handling, shipping installing and bracing. Refer to and follow ('�� Ir$�'•�` the latest n of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior "-,M^ TC DL to performing ha these functions. Installers shall provide temporary bracing per BCsi, Unless noted otherwattacnse. "'11Y// 14659- k'4 10.0 PSF DATE 03/23/15 top chord shall have properly attached structural sheathing and bottom chord shall have a roper) attached `= to rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI A�1 E N suctions B3, B7 or 810, as applicable Apply plates to each face of truss and position as shirt,above on 871 7 15082088 L1° BC DL 7 0 PSF DRW taus s I I the Joint unless noted otherwise. Refer co drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shell not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, •; AN ITW COMPANY A brachy or tresses, Asrl on this drawing or cover peg.listing this drawing, Indicates.aoptanea of proMaiprl 9 IFC 7' 51��9 [�� TOT.LD. 42.0 PSF SEQN— 299883 responsibility solely for the design shown. The sultobility and use of this drawing for any immature engineering Q V 83151 Rovanacffcle responsibility of the Building Designer per ANSI/TPI 1 See.2. ��/♦ PQQ DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information s this job's general notesAp Wm to ALPINE: wew.alpineitw.com; TPI; www page and these web sites: .ipinat.org;wreA: www.axindeatry.com; Ice: ww„.i«aafe.arg FYP SPACING 24.0" JREF- 1 VEZ7 1 7 5203 of I 2- 15 (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - 03) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 20.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf, Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC w 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 2.00. 4X5= 1 .5X4111 4-2-2 4-3-13 12 // ■ �i ■ _� -- 18-2-4 I d 1 .5X4111 3X5(R) III 2X4(B1) i< 1 ' 3-10-10 2-0-10 L 3-10-10 ,1-, 2-0-10 J 5-11-4 Over 2 Supports R=374 W=5.5" R=258 U=32 RL=99/-51 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 Truss ComponentsofOregon 503357-2118 ••IVARNINGI•• READ AND FOLLOW ALL NOTES oNTHIS DRAWIN>G/ [ ` . .0^ QTY:1 OR/-/1/-/-/R/- Scale =.5“/Ft. 825 N 40a.Ave,Cornelius OR 97113 "IIPORfANT” FURNISH IRIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4�� TC LL 25.0 PSF REF R7175- 37781 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow `�� ,4yr the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practice C•r' . e TC DL to performing lthese(properly Installerschstructural Chula provide sheath t a prior w t 4s 5 9�'Q 1 0.0 PSF DATE 03/23/1 5 ,041164 top chord shall „« attached str t emporery bracing per SCSI Unal ass noted otherwise, /� 7' properly a echetl ural sM1eatM1rng and bottom chord shall have properly attached it-: raged railing. Locations shown for permanent lateral restraint of webs snail have bracing Installed per RCS' BC DL 7.0 0 PSF .4 11___,L T" sections 83, 87 or BIO, as applicable. Apply plates to each face of trussand position as shown above end on X_� DRW CAUSR7175 15082089 L J � tM1e Joint Oetalls unless notetl otherwise. Refer t0 tlrawrn s I60A- g Z£orstarWartl plate post tions. _ i Alpin a yrfailur oC Ubu Suieding truss InaGroup Inc. s all net responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure o build he r Inconformance wlthhANsl/TPI t, or for handling, shlppin s AN ITW COMPANY installation&bracing of trusses, 9 Ili responsibility hle dresing or*over R.G.listing this drawing, Indicates edwpte qe of professional.p,laesring .� ,FC.T, 116 k,, TOT.LD. 42.0 PSF SEAN- 299887 solely for the design show,. The suitability end use of this drawing for any structure Is the 1 8351 Rovana Circle raapdeslmnry or the Building Designer per ANSI/TPI t Sac.z. Sacramento,CA95/0 more sr/NNW Gti►�Q DUR.FAC. 1 .15 FROM BB For re information see this job's general notes page and t web s ALPINE: www.alpineitw.com; TPI: wrw.tpinst.org: NTCA: www.sbcindustry these ICC:ixw..,iccsafe.org SPACING 24.0" J RE F- 1 VEZ7 1 75Z03 1 r EXP.12 31 15 (0315196--JT ROTH CONSTRUCTION —Medal l ion Mdws lot 4 -- VERIFY VERIFY, OR — 04) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 20.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member 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 2.00. 1 .5X4III 4X5= Ai r4 1 , 5-2-2 5-3-13 >24 18-2-4 / 3X5(R) III 2X4(81)= 111 L- 4-10-10 ,11-0-191 I, 4-10-10 ��-e J I< 5-11-4 Over 2 Supports-->. R=374 W=5.5" RL=122/-59 R=258 U=46 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .0 QTY:1 OR/-/1/-/-/R/- Scale =,375"/Ft. Truss Components of Oregon ((503))357-2118 •INARNINCI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! IQti 0,� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 I.IrroRTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4, �y+ REF R7175- 37782 Tru require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ,i467•1444.,,s,1� the Incest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior w TC DL 10.0 PSF DATE 03/23/15 o performing ha t haveipr pions, lers shallstructura provide temporary bracing per all Unless properly attach ae, _ 1 4 6 5 9�'`� t h chord shall these top< 1 e properly attached st Lural sheathing and bottom chord shall have a erly rx rigid ceiling. Locations shown for permanent lateral restraint of webs shall nave bracing installed perhDCS1 / p 4 BC DL 7.0 PSF sections 83 B]or 610, as applicable. Apply plates to each taco or truss and s 3/21 ,. DRW CAUSR7175 15082090 positron a shown above and o ,4(J I=)_ f� �e annt Details,sono Ff noted otherwise Refer up Inc.drawshangsll a forstandardplata positions. o BC LL 0.0 PSF CA-ENG BFR/CWC ICU l the a s f Ibut.Building t Components Group Inc, shall n t be Tor for han for any deviation from this drawing, any failure go build the truss in conformance with ANSI/TPI 1, or for hanelinq, shipping AN ITW COMPANY installation&bracing of trusses. �+ TOT.LD. 42.0 PSF AAnosl on MIs drawing or cover p•G•Ilsting Mit drawing, Indicates acceptance or professional engineering ICC �9 SEQN- 299889 responsibility solely for rhe design shown.per The suitability and tine of this drawing for.Try structure Is the /_11�j�V �T 1 —�4Q� OUR.FAC. 1 .15 FROM BB 8351Ro�maCircle responsibility or the Building Designer par ANSI/TPI ]Sec.2. V 4y/ �+ Sacramento,CA 95828 For more information s is Job's general notes page and these web sites: �W W.y ALPINE: www.alpineitw.com, TPI:anw tpinst.org, ARCA: www.sbcineustry.com: ICC: ww.iccsafe.org SPACING 24.0" J RE F- 1 VEZ7 1 7 5203 • EXP.12 31 15 I I (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - 05) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 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 2.00. 1.5X4 III 1 If 6-4-7 12 SIIMIMIIMIIIIIIIIIIIIIMIMIMMNIMNIIIIIPJI + �- 18-2-4 1.5X4 III 2X4(81) H5-9-8 1^12 -TT '< 5-11-4 Over 2 Supports ={ R=374 W=5.5" RL=148/-67 R=258 U=65 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 _ -/ _ Truss Components 503357-:1118 "SARNINGI" SOD ?;oF QTY:5 TC p ( ) READ AID FOLLOW ALL /R ON THIS DRAWING! R/ Scale .375"/Ft 825 N 4th Ave,Cornelius OR 97113 '•IIPORTANr•• FURNISH nils DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,S y� C T 25.0 PSF REF Tru require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ,r the latest Iden of SCSI (Building CR7175- 37783 et ters ht Safety le tempolar, by TPI and WTCSI for Unless practices prior /�� A ' TC DL 10.0 PSF to performing ha thaw functions. Installers shall provide temporary bracing per aCA). Unless,rot tl otherwise. -I'...,�14659 / DATE 03/23/1 5 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ceiling. Locations shown P cu fa g� n or permanent lateral restraint of webs shall have bracing Installed per BCSI rigid 1 sections 83 B]or B10, as applicable. Apply plates to each face of truss and r I the Joint Details position as ition above and to / ' 1�_..dc� BC DL 7.0 PSF .4�L�)—N Alpine, unless noted otherwise. Refer it drawings law,z for standard lata DRW CAUSR7175 15082091 p any deviation BC LL rawa difailur of ITR Building t Components group Inc shall not be Tor For handling, for any tlppiatlon frpn this 0.0 PSF CA-ENG BFR/CWC drawing, any ebrace to build the t conformance with ANSI/TPI 1, or for hantlling, sM1lpping, AN ITW COMPANY 1 to Dau to s bracing of trusses, truss .n t •' •, Anseal en this drawing for or coyer peg*listing this drawing, Indleetes engineering 9, ,FC 7.,.1(12,- �.� TOT.LD. 42.0 PSF SEAN- 299891 ' 935I Ro1'vla Cade responsibility f She Building pian shown. The suitability and use or a of Torr aany atrueture is the y e eg gner per ANSI/TP1 r Sen.2. S at DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information T'j�NW,G1� ALPINE: www.alpinei tw.com TN,www tis Job's general notes page end inose web sites: . pinst.org. WTCA: www.sbcIndustry.com; ICC: www.lccsafe.org SPACING 24.0" J REF— 1 VEZ7 1 7 5Z03 EX 1-2 31 15 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws tot 4 -- VERIFY VERIFY, OR — EJG) THIS DWG PREPARED FROM COMPUTER INPU7 (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Connectors ingreen lumber TC- From 78 plf at -1.00 to 78 plf at 0.81 (g) designed using NDS/TPI reduction factors. BC- From 6 plf at -1.00 to 6 plf at 0.00 BC- From 14 plf at 0.00 to 14 plf at 3.94 120 mph wind, 18.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 26.04 lb Conc. Load at 2.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 Wind loads and reactions based on MWFRS. psf. Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 2.00. load applied per IRC-12 section 301.5. R=14 12 (..419-1-11 �� 1-2-15 JI 418-2-4 orcali 2X4(B1) Lc 1 ' °9"12.< 3-1-8 :l F-3-11-4 Over 3 Supports-h R=216 U=18 W=5.5" R=58 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 14.03.01.0 _ Truss Components of Oregon 503 357-2118 ••IARRtMct•• REDO ND FOLLer Au NOTES BN THIS DRANINGI QTY:2 OR/ /-/-/R/- Scale - ( ) 5"/Ft. 825 N 4tli Ave,Cornelius 01297113 ••IrnnrNrt•• FlNIIIISN Txls BA PING 1b ALL coxrnnctnas INCLIpING Txe IItSTALLEA3 .44° V F TC LL 25.0 PSF REF Trusses require a fabricating, handling, shipping, Installing and bracing. Refer to and follow �£L 4 +Tt R7173/ 37784 the latest g tion ofSCSI (Building. nsInstallers she Safety Ie temporary by TPI and WSCSI for safety practices prior TC DL to performing l have functions. Installers shall provide[amand ry bracing per SCSI. Unless attach se, to chord shall have pre14659 'Q 10 0 PSF DATE 03/23/15 perly attached structural sM1eath�ny and bottom chord shell have a pr lyattached rlgtd cel ling. Locations shown for permanentlateralrestraint of webs shall have bracing Installed per BCSI BC DL 7.0 0 PSF ,4�1 I , sections B3, 07 or 8'10, as aappl Icable. Apply plates to each Pace of trussand position as shown above and on DRW CAUSR7175 (]8292 L J ; the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. �4� Alpine, a division of ITW Building Componens Group Inc. shall not be responsible far any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the s In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I natal leu on a bracing of trusses. r •; -� Aseal Ielelllty drawing ri rig Sr the°bi*over listing thiw. The drawing, lndlaete.w..oL11a of pf.n..lai.l engineering 'E'. L,y TOT.LD. 42.0 PSF SEAN- 299850 • 8351Rovana Cycle responsibility of the Bullal Designee- Suitability and use a this drawing for any structure is the L. Y pe per AISI//PI 1Sec.:. 'A/�, 7 1100P44 DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites, THAN w,G� ALPINE: www.alpineitw,com; TPI;www.tpinst.org; 'NTCA: www.sbcindustry,com; ICC: www.lccsafe.org SPACING 24.0" • JREF- 1VEZ7175Z03 EXP.12 31 15 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — EJ1) TIL IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors ingreen lumber DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.1 0 20-1-11 _ R=42 U=15 _ 2-2-15 I/ J 18-2-4M 01022* Lc 1' aI< 1-9-12 >Ic 2-1-8-- J H3-11-4 Over 3 Supports-� R=216 W=5.5" R=59 RL=54/-36 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0... Ct QTY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2.118 a"WARN INGI""READ AND FOLIAR ALL NOTES ON THIS DRAWING! <i: ORF 825 N 4th Ave,Cornelius OR 97113 "'IMPORTANT"" FURNISH THIS CRANING TO ALL CONTRACTORS INCLUIMNG THE INSTALLERS, TC LL 25.0 PSF REF R7175— 37785 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to end follow ('� #'+' n latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior t�./a �- TC DL DATE to performing these functions Installers shall provide temporary bracing per BCSI. Unless notetl otherw,se. 14659 1 0.0 PSF 03/23/1 5 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r rigid ceiling Locations sham for permanent lateral restraint of webs shall have bracing installedtper BCSI BC DL 7,0 PSF ,4�uO`— rM sections ee, BT or Bio as applicable. Apply plates co each face of ire and position as show above and on �� 1 DRW CAUSR7175 15082093 J I CM1e Joln!petal ls, unless noted otherwise. Refer to tlrewirgs 1BBA-2 forsstanda rtl plata positions. i Alpine, tlivislon of ITN Bnilding Components Group Inc, shall not responsible far any deviellon from this BC LL 0.0 PSF CA-ENG BFR/CWC AN IrW COMI:WOW installation&bracing orto nild russese truss in conformance with ANSI/TPI 1, or for handling, shipping, "eel on this drawing or OoveY pope listing this drawing, IMIGtp spesptanos of prefeeslelol ehglnssring '<,94Stii.'"4t9� QTOT.LD. 42.0 PSF SEQN— 299852 y solely for the dpi shown. The suitability and use of this drawing for any structure is w ♦B� _ 8351 Rovana Circle reapwneibillty of the Building Designer per NISI/TPI 1 See.B. rfgM W.C�A4 DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this fob's general notes page and these web sites: ALPINE: www.alpineitw.con; TPI: www.tpinst.org;W(CA: www.sbcindustry.coml ICC: www,iccsafe.org SPACING 24.0" J REF- 1 VEZ7 1 7 5203 EXP, 12-91-1 S (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — EJ2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors ingreen lumber DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 21-1-11 R=86 U=28 3-2-15 „ 18-2-4- JlI Lc 1' --2-9-12—NF1-1-8, FE-3-11-4 Over 3 SupportsH R=248 W=5.5" RL=76/-44 R=60 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01. FAN., TY:2 OR/—/1/—/—/R/— Scale 5"/Ft. Truss Components of Oregon (503)357-2118 '•NARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING, = 825 N 4th Ave,Cornelius 01297113 ••l r •• FURNISH This BRAMM To ALL coormAcroAs lucLuom THE INSTALLERS, I.ra�`eJ . - • TC LL 25.0 PSF REF R7175— 37786 Tru require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow vv the latest edition of BCS( (Bulding Component Safety Information, by TPI and WTCA) for safety practices prior el ,- 1 46 5 9 '� TC DL 1 0.0 PSF n performing these functions. Installers shall provide temporary bracing per SCSI. Unless notedotherwise, �. r. DATE 03/23/1 5 top chord shall have properly attached structuralo sheathing and bottom chord shall have a properly attached all have bracing installed per BCS( �� _. BC DL 7.0 PSF T.. sections B3 B]or 610 as applicable. Apply plates to each taco of truss arid position as shown above and on ,4 i-Lam) I DRW CAUSR7175 15082094 rigid ceiling. Locations shown for permanentlateral restraint of webs a Jthe Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Ae.io, a division of I W Bu11di g Cemppne ,Oroap Inc. shall not b6 responsible fpr any dea;atloo tram this 1" "a' BC LL 0.0 PSF CA—ENG BFR/CWC g, any failure to build the truss In conformance with ANSI/TPI i, or Par hantlling, shipping, .y AN irw COMPANY Instal hat l on a bracing of trusses. • A bltl 1e drawing of cover papa Mating thio dreaing, Indicates acceptance of professional engineering 9j '4:7, ,so Ar TOT.LD. 42.0 PSF SEAN— 299854 -- AN solely for the design shown, The suitability and use of this drawing for any at.ucture the P 8351 RouanaC cls responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �r�i"?l W.C�Q DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this job's generals page and these web s i ` ALPINE: aaw.elpineitw.com; TP1, www.tpinst.org; WTCA:www.sbcintlustry.com; ICC:www.iccsafe.org EXP.12-31-15 SPACING 24.0" J REF— 1 VEZ7 1 7 5Z03 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • Top chord 2x4 DF-L #2(g) 120 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 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 2.00. 1.5X4 III 4-4-7 /2X4:1)-m--- l< WIZIN ., 18-2-4 Y III 1' I 3-9-8 1"12 —11 3-11-4 Over 2 Supports-->. R=286 W=5.5" RL=101/-52 R=161 U=39 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14,03.01. 4,t WORN., TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 w"WARNING!""READ AND Foca Au NOTES ON THIS DRAWING! C 825 N 4th Ave,4th OR 97113 "IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Fiq" TC LL 25.0 PSF REF R7175- 37787 Trusses require extreme care in fabricating, handling, shipping Installing and bracing. Refer to and follow the latest edition of RCS! (Bei iding Component Safety information by TPI and WrI:A) for safety practices prior w 14659 'Q TC DL 10.0 PSF DATE 03/23/15 � to prforming these functions tInstallers shall provide temporary bracing per BCS!. Unless noted otherwise. , l top chord shall have properly attached structural sheathing and bottom chord shall havea properly attach. rigid ceiling. Locations shown far permanent lateral restraint An wane ensu have bracing Installed per acsl #.121/,44.1 - BC DL 7.0 PSF DRW CAUSR7175 15082095 .4�L�)� w sections B3 BT or 810. as applicable. Apply plates to each ifaceoo trussand position as show above and m J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. Alpin a division of ITR Building Components Group Inc, shall not be responsible for any deviation from this .a.._. BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITR COMPANY Instal latlnn A bracing trusses. a'p 'FC, 7-19 4 f{`A TOT.LD. 42.0 PSF A..sl on this drawing.r cover page listing this drawing, indicates.owpta oe of professional engineering / Q SEQN— 299856 reeponslblilty solely for the sign Shown. The suitability and use of this drawing for any etructur.Is the 8351 Rovana Circle renppw,.lblllty of the Building Deel¢Isr per ANGI/IPl 1 seta. TZANw,G�4NQ DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see wthis Job's general notes page and these web sites: . ALPINE: w.w.alpineitw.com; TPI: w .tpinst_org; .TCA; xww.sbclndustry.cmw. ; ICC:wvlccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 (0315196--JT ROTH CONSTRUCTION —Medal I ion Mdws lot 4 -- VERIFY VERIFY, OR — PG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS. Special loads In lieu of structural panels use purlins to brace all flat TC 24" (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) OC. TC- From 78 plf at -1.00 to 78 plf at 0.88 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 39 plf at 0.88 to 39 plf at 3.94 load a lied BC- From 6 plf at -1.00 to 6 plf at 0.00 PP per IRC-12 section 301.5. BC- From 7 plf at 0.00 to 7 plf at 3.94 Deflection meets L/360 live and L/240 total load. Creep increase TC- 150.00 lb Conc. Load at 0.91 factor for dead load is 2.00. BC- 21.16 lb Conc. Load at 0.94, 2.94 4X5= 3X3= 12 I I=mo-- 1 1-2-7 N. tiems 1-3-13 mum JI 18-2-4 b 1.5X4 III 2X4(A1) -=--- 3X5---- 1-‹ X5=L 1 ' � 10"9'�` 3-0-11 0-10-9 1 11 3-0-11 J E-3-11-4 Over 2 Supports R=367 U=63 W=5.5" R=130 U=19 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 f C1. Truss Components of Oregon (503)357-2118 •'wAerllHcl•• READ ave FOLLBIr ALL xoiEs ON THIS=Mr »�� ( .� QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. 825 N 4t11 Ave,Cornelius OR 97113 "IIIPMANt• RAW"SN TWA'AltlsiA°To ALL coNrn.croas INCLWIA°TH lNSTALLBNs. ��r TC LL 25.0 PSF REF R7175- 37788 Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow ,9, le. •� the latest edition of BCSI (Building Component Safety Information by TPI and WfCA) for safety practices prior 1 46 5 9 '9 .p TC DL to performing these functions Installers hall provide temporary bracing per SCSI Unless noted otherwise, 5 10.0 PSF DATE 03/23/15 tp c shall have properly attached structural sheathing and bottom chord shall have a properly a ached �' rigid hceiling. Locations own for permanenlateral restraint of w all have bracing installed per BCSI / ,fes BC DL 7.0 PSF .4�1 so ons 83 or B10, as app! cable Apply plates to aacM1 faceof ter stand position as show^awve and onDRW CAUSR7175 15082096 L J Mthe Joint Deta Is unless noted otherwise. Refer to drawings 160A 2 f anderd plate posit os Alpine, a division of IPV Building Components Group Inc. hall not be responsible fen any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC 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. • A seep on this drawing or Dever peps listing this drawing, indioom..eceptenea of professions! engineering �j ,�C 7' �g99 �s�,*" TOT.LD. 42.0 PSF SEAN- 299875 • 8351 Ro\ions Code rowlwnalbl l l[y.riche Building design sheen. The wlt.ei l lty ons use or this drawing for any structure Is the Designer per ANS!/Tel 1 Sec.2. ST/ /1 ,C It DUR.FAC. 1 ,15 FROM BB Sacramento.0,495828 For more information this job's general s page and these web sites ALPINE: w .alpineitw.com CPIT5e www.tpinst.org; WTCA: www.sbcindustry.com; ICC: we5d.iccsafe.org EXP.12-3115 SPACING 24.0" J REF- 1 VEZ7 1 7 5Z03 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — PGA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)2x4 DF-L Std/Stud(g) TC- From 78 plf at 0.00 to 78 plf at 1.77 TC- From 78 plf at 1.77 to 78 plf at 3.94 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 7 plf at 0.00 to 7 plf at 3.94 BC- 769.14 lb Conc. Load at 1.17, 3.17 120 mph wind, 19.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W4X5 S 2.25 4X5= 3X3= 1Z r7!7 , . `: 2-0-12 2-2-7 �l ■ rA MN J 418-2-4 / WAIN 4X5[8]= 1.5X4 til 3X5(A1)= 1-9-3 2-2-1 I, 1-9-3 ,I_ 2-2-1 J -3-11-4 Over 2 Supports-->i R=893 U=46 W=5.5" R=981 U=49 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.4 s,4Tt.07, QTY:1 OR/-/1/-/-/R/- Scale =,5"/Ft, Truss Components of Oregon (503)357-2118 '•awARN1NGl•'READ AND FOLLOW ALL xarEs an THIS DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius 01297113 "Ir�T' M1 THIS CRANING To ALL INCLUDING TNB INSTALLERS. �e,'t REF R7175- 37789 Trusses require extreme care,n fabricating, handling, shipping. Installing and bracing. Refer to and follow he latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior 14659 'Q . TC DL 10.0 PSF DATE 03/23/15 o performing these functions. Installers shall provide temporary bracing per BCSI Unlessnotedotherwise Olidibbk Qei.. ..rx: top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown far permanent lateral restraint of webs shall have bracing , stalled per BCSI l3f-•+.:� BC DL 7.0 PSF DRW CAUSR7175 15082097 ,4�1 sections B3, BJ or Blg, as applicable Apply plates to each faceoftrussand position as shownaboveand on L ) I e Joint.stalls, unless notetl otherwise. Refer to tlrawings 18gA-Z:°::tarda::plate pos t on BC LL Alpine, a di vlsipn of ITM Bul,ding Company ,Greap Ind. shall n t esponsible fnr any tleviatien from thla „ N 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handli AN ITW COMPANY installation a bracing of trusses, ng, shipping, A seal on this drawing or roes pego listing this drawing, indicate..septane of professional engineering �� r�C,7, tBAB Q44iv TOT.LD. 42.0 PSF SEQN- 299877 responsibility solely for the design.Mean. ine eeltebl l ity end use or this tlr.wleg for eery structure to w sr4Nw.G�PQ DUR,FAC. 1 15 FROM BB 8311 Rovana Carle reeponslblllty or the Building Designer per ANSI/TPI 1 sees. Sacramento,CA 95828 For more information= this job's general notes page and these web sites: SPACING 24.011 . ALPINE, www.alpineitw. qn; TPI: wew.tpinst.org; WTCA: www.sboindustry.res; ICC: wm.iccsefe.org EXP.12-31-15_ JRE F- 1 VEZ7 1 7 5203 (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - I) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 for dead load is 2.00. 1.5X4 III • 2-1-3 ■ i ■J © 9-1-0 1.5X4 III ,,,, 2X4(A1)= LE 1 I 1'= 3-3-4 ...2"12 --I-I IE 3-6-0 Over 2 Supports 31 R=246 W=5.5" RL=37 R=133 U=5 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 ,/x DeROF�r Y:4 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!". Reno AND FOLLOW ALL NOTES ON THIS DRAWING/ 825 N 4th Ave,Cornelius OR 97113 ""I AWr"• FURNISH THIS DRAWING TO ALL asrmACTORs INCLUDING THE IWsruieRs. �" TC LL 25.0 PSF REF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t BCS1d follow R7175- 37790 Cho latest edition of,,ti are(Buildingfa ricating,Safety Information, by Tal and aSCSI for safety practices prior 14659 '9TC DL ,44164 to pchorrynha these fprotirls attached shell provide temporary bracing per SCSI. eUnlesspr noted attach tee. -w 10.0 PSF DATE 03/23/15 tau hood snail have unctions a a s shall provide andpoo bottom chord p shall have a properly otherwise, ed rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed NI ; per SCSI , / BC DL 7.0 PSF ..411___111 )[1 w a lana Ds eT or Dm, as applicable. Apply plates to each face of truss as position as spawn above and an DRW CAUSR7175 15082098 tale JOInt Details unless noted otherwise. Refer to drawings 1SDA z for standard plate positions. Alpine, a division of ITW Building components Group Inc. shall not be responsibl0 For any deviation from this •,: ... BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure o build he truss in conformance with ANSI/TPI 1, or for handling, shipping, v AN ITW COMPANY instal Iation a bracing or trusses. "r.a"`po'ne1El`I'II1is solely er tcover„ pagesign'„',`tl`l;"°`Ti.`aurawi1'gi� indicates.ao.ptawpe of professions' engineering 4, "tc• 7, %lb . .. TOT.LD. 42.0 PSF SEAN- 299930 Sail ROVaDa Circle rewponsibi I lty of the Building Designerh and use of this drawing nor any Structure is ” nW per AWs1/TFI 1 s a.2. 1�gx�w CiNp� DUN.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general no r ALPINE: www.alpinelte.com: TPI: w. page a"°`hese web sites;sbci naustry.cpn; ICC: www.lccsafe.org www.tpinst.org; AICA: www, EXP,12-31-15 SPACING 24.0" JREF- 1VEZ7175Z03 • I 1 I (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — K) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 1 .5X4 JO 1 6 ,iiiiiiii , 1-3-13 ■ *mom *18-2-4 V MIN 1 1.5X4 III 2X4(A1) R=21 Rw=32 U=19 —1-9-15� 1-9-8-- 1-11-4 Over 2 Supports r- -i R=314 U=16 W=5.5" RL=36/-20 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01 .. :C 1"®RO Y:2_ OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 awWARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4thAve,Cornelius OR97113 ••IMPORTANT•• FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INsnuLERS. C.1 `S� y61 Ir TC LL 25.0 PSF REF R7175- 37791 the require extreme care in fabricating, handling, hipping, Installing and bracing. Refer to and follow v j - C`� latest edition s of SCSI (BuildingInstallers Component Safety Information, by TPI and WTCA) for safety to performing these functions. Installers shall Provide war bracing perBCS Unless y iI es Ices prior 14859 9 TC DL 10 0 PSF DATE 03/23/15 top chore shall have ttached properly attached structural sheathingend bottom chord snap have a p cued p{'.y rigid cel Ilog. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ' IJ� i BC DL 7.0 PSF A( O��N I I - sections63 67 or 610as applicable. Apply plates to each faces f truss and position as shown above and on DRW CAUSR7175 15082099 ItI�L ha Joint Detells, unless no tl o hsrwlse. Refer prowl gs 160A-Z forsstaMartl place positions. veru a tlivlsin D=oe BW Yding Congene s Group Ins shall n t be responsible fnr any devlatinn from this ..t ..., BC LL 0.0 PSF CA—ENG BFR/CWC a Ing, any failure build he trussn conformance with ANSI/TPI 1, or for handling, shipping, v AN irweoMP,aNY drawing, installation.bracing of trusses. /� p • A.awl on this drawing or cover page lifting this drawing, indicates acceptance of professional engineering �/ i�"• 7, 19x9 AV� TOT.LD. 42.0 PSF SEQN— 299858 responsibility Solely for the design sheen. The suitability and use of this drawing for any Street/Ore IS the / �A. pt1 • 8351 RovanaCircle resporaIbiisty of the Building Designer per ANSI/Test 1 Be`.z. S�,/Q�WW.yr"� DUR.FAC. 1 .15 FROM BB Sacrenento,CA95828 For more f scion See this Job's general notes page aro these web sites: ALPINE: www.alpineltw.com, TPI: www.tpinst.org; WTCA: www.sbcintlustry.com; ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" JREF— 1 VEZ7 1 7 5Z03 (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 1.5X4 III 61 V 1-3-13 1= ¶ 18-2-4 Iiimm 1 .5X4 ID 2X4(Al) R=77 U=7 1-9-8_-77 z 1-11-4 Over 2 Supports 7" 1 R=90 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14,03.01.0 j: ►„r QTY:3 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI••READ AND FOLLOW ALL NOTE is DRAWING, , 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** PUS DRAWING TO ALL INCLUDING E INSTALLERS. Trusses reW ire extrema cera in fabricating, handling, shipping, Installing and TbMracl the latest ed,tlon of.5, oz,;ring Component Safety Information, In TPtal and andA> facing. Refer to and follow w� .• R7175- 37792 to performingthese functions. Installers mpo shall provide Information, bracingra ces prior f_ PSF " F TC LL 25 0 PSF REF t truce r BCS,. Unless safetypractices attarw;aa, ^1' 1 465 9�'Q y TC DL 10.0 DATE 03/23/1 5 top chem snail have rel sheathing temporary bottom chord have properly attached structural a properly attached rigidch ceiling. Locations snow,far permanent lateral restraint of feta shall have bracing installer per BCS, BC DL 7.0 D PSF AIIr�� A sections 63, B]or 810, applicable, Apply plates to each face of trussand position as shown above and on �” DRW CAUSR7175 15082100 ILI ED „ ' ; , the Joint Oetelis, unlessnotedotherwise. Refer to drawings 180A-Z forstandard plate pos,ti ons. fLl, ' `�11 A,wi�e, a rivlalon aC ITN Building Components Group Inc. shall not be responsible for any ra„iatIon from thin - BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY ,ns g' any fal lura o build the truss In conformance with ANSIRpI 1, or for handling, snipping, E; _y tat;ation&bracing of trusses A...ie e,i�y.of ieIng t u.uaaplgn listing Aemadrawing, ieM•ae'�iq�d` e.msOOuv:e�.Wi Rre*.u,bh.,«p;n..fl q I� fl C. '�1 1t�Qi9 4�." TOT.LD. 42.0 PSF SEAN- 299860 $JSI Rovana Cycle responsibility of the Building Designer per ANSI/7P'1 sad.s, to for any structure Is the '(r'k w.C�'►�'Q OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more informations this Job's general notes page and these web sites: 4 ALPINE: w .alpineitw.com; TPI: fww.tpinst,org; WTCA: ww.sbcindustry.com; ICC: waw.iccsafe.org SPACING 24.0 II wJ RE F- 1 VEZ7 1 75Z03 FXP L2-01,15 i , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315196--JT ROTH CONSTRUCTION -Medallion Mdws lot 4 -- VERIFY VERIFY, OR - SJ1) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors ingreen lumber DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=97 U=16 6 fri • 20-2-6 / 2-3-10 �1111111111.11 wmoi piimpliR=26 U=7 18-2-4 / 2X4(A1)= L-1-9-15 >I< 1-11-4 >< 2-1-2 a.I F3-10-14 Over 3 Supports R=342 U=12 W=5.5" RL=56/-24 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon ((503))357-2118 w111ARWIMGIme READ AND FOLLOW ALL tints ON THIS ORAWINGI 01' 04 825 N 4th Ave,Cornelius OR 97113 ''IMPORTANT'' FURNISH THIS DRONING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, llow `�� TC LL 25.0 PSF REF R7175- 37795 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and Fprior the latest ion of SCSI (Building Component Safety information, by TPI and'TCA) for safety practices (,. TC DL Tw o prfarnNng t ese functions. Instaliers shall provide temporary bracing per SCSI. Unless noted otherwise, fvfr 14659�� • 10.0 PSF DATE 03/23/15 top chord shallhaveproperly attached structural sheathing and bottom chord shall have rigid ceiling. Locations shown for heath a properly d per mow_ e. _ permanent lateral o each nt of webs shall have bracing installed per SCSL BC DL 7.0 PSF rrrT7777 i sections a3 BT or Bno, as applicable. PPI1cC le APPLY plates to each face o and position as show above ane on ,.� ^_. DRW CAUSR7175 15082101 A LLF)-N : ; the Jolsnt Details u less notetl he wise. Refer to tlrawings 1e0A-Z fgrsst.7.:plate positions. I Al n e division of ITN Bd the truss croup Inc. shall not be responsible for any ripping, from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, AN RTW COMPANY installation d bracing of trusses. 'n , shipping, L. •% '� Aseal nr m r,Noty drawing or u. listing Tthis drawing, IndldstM seespt nes of professional engineering 9� w$C 7 19$9 (`'�+v TOT.LD. 42.0 PSF SEAN- 299846 responsibility M time Sullal suitability and law dr this drawing for any structure Is the * 8351ROt'alldCecle y re Designer per ANSI/TPI 1 see.:. 4,91. ' Ck0Q DUR,FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general s page and these web s •_ ALPINE: www.elpineitw.con: TPI: www.tpinst_org: AICA: ww.sbcintlustry.com: ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VEZ7 1 7 5Z03 EXP.12 31 15 (0315196--JT ROTH CONSTRUCTION —Medallion Mdws lot 4 -- VERIFY VERIFY, OR — SJ2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors ingreen lumber DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=114 U=19 6 ! 20-2-6 2-3-10 1 / 1152111111111111 i (0 18-2-4 lem 2X4(A1)= R=59 U=6 Lc 1-11-4— --2-1-2 =1 -‹3-10-14 Over 3 Supports R=137 W=5.5" RL=39 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.01.0 ... _ Truss Components of Oregon ((503))357-2118 "WARNINGI'• READ NID FOLLOW ALL NOTES ON THIS DRAWING! �ti ��F QTY:1 OR/ /-/-/R/- Scale - 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5"/Ft Trusser a are infabricating, �� + TC LL 25.0 PSF REF R7175— 37796 handling, shipping, installing and racing. Refer to and follow ''`` the latest edition eofrBCslc(Build log Component Safety Information, by TPI and MICA) for safety V 1 4 f /� to performing those functions. Installersshallprovide temporary bratY edcoer4 , , 14659 F� TC DL 1 0.0 PSF DATE 03/23/15 top chore shall have properly attached structural bracing per BCS) e I noted otherwise, Tal ral restraint and bottom chord hall M1 properly attached P rigid telling. Locations shown Por permanent latera! r of webs shall h g installed per BCSI r y BC DL 7.0 PSF .4(1- L�� N actions B3 B]or810, as applicable, apply plates toeeach rface oof trussand position shown above and on R92 DRW CAUSR7175 15082102 Ill the o�nt Details, unless noted otherwise. Refer o drawings 160A-Z forstandardplate positions. a�A�l� AIne, a tl'vis o f ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY metal sau Aallure r ny nbuild sthe truss in conformance with ANSI/TPI 1. or for handling, shipping, II,:, sill: A A seal en this drawing dr cover pegs listing this drawing, Indicates professional engineering 9, 'FC 7 1g69 TOT.LD. 42.0 PSF SEQN- 299848 responsibility solely for the design shown. The suitability eeeeptenoe of responsibility of solely for t y antl use of this drawing for any/structure la the 431<c.,7, . 8351 Rovana Circle R Designer per ANSI TPI +sec.2. �lZ411 w.O�AQ" DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more f see this Job's general notes page and these web sites: MN r . ALPINE: www.alpineitw information www.ipinst.org: WTCA: wt,w.sbcindustry.com; ICC: wrw.,ccsafe.org SPACING 24.0" J RE F- 1 VEZ7 1 7 5203 , EXP.12 31 15 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1:00 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 2x4 Brace Cl> 1x4 'L' Brace w (1) 2x4 "L' Brace * (2) 2x4 "L' Brace ww (1) 2x6 "L' Brace ■ (2) 2x6 'L" Brace ww 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 GroupA: S #1 / #29' 3" 9' 7' 11' 0" 11' 5' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir { C f� 4 7' 7' 10 8' 1" J I #314' 0' 14' 0' CD 4' 4" 7' 2' 7' 8' 9' 1" I#1 / #2 Standard l I #2 Uo 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0" Stud HF Stud14' 0" #3 Stud #3 Standard) 4' 4' 7' 2" 7' 7' 9' 1' 9' 5' 10' 10' 11' 4" 14' 0' 14' 0" 14' 0' 14' 0' CU Standard 4' 4' 6' 2" 6' 7" 8' 2" 8' 9" 10' 10° 11' 4' 12' 10" 13' 9" 14' 0` 14' 0' Douglas Flr-Larch Southern Pinewww #1 4' 10' 7' 11' 8' 2' 9' 4" 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 I #3 —_I a SP #2 4' 7' 7' 10' 8' 1" 9' 3` 9' 7' 11' 0' 11' 5" 14' 0' 14' 0' 14' 0" Stud andd _ 4' 6' 6' 6" 14' 0' Standard #3 6' II" 8' 7" 9' 2" 10' 11' 11' 4" 13' 6" 14' 0' 14' 0' 14' 0" Standard d D F L Stud 4' 6' 6' 6° 6' 11' 8' 7" 9' 2' 10' II' 11' 4" 13' 6' 14' 0' 14' 0' 14' 0' U Standard 4' 4" 5' 9' 6' 1" 7' 7' 8' 2' 10' 4" 11' 1' 11' 11" 12' 10" 14' 0" 14' 0' Group B. _ #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7" 13' 1" 14' 0" 14' 0' 14' 0" 14' 0" Hem-Fir +"> _ SPF #3 5' 0' 8' 10' 9' 3" 10' 5' 10' 10' 12' 5' 12' 11" 14' 0' 14' 0" 14' 0' 14' 0" I #1 &#IBtr U L_I f Stud 5' 0" 8' 9' 9' 2' 10' 5' 10' 10' 12' 5" 12' 11' 14' 0' 14' 0" 14' 0" 14' 0' QJ O I�l Standard 1 5' 00' 7' 6' 8' 0" 10' 1" 10' 9' 12' 5" 12' 11" 14' 0' 14' 0' 14' 0" 14' 0` 9' 1' 9' 5' 10' 8' 11' 1" 12' 8' 13' 2" 14' 0' Douglas Fir-Larch Southern Pine*** SP #214' 0" 14' 0' 14' 0" #I I #1 5' 3' 8' 11" 9' 3' 10' 7' 11' 0' 12' 7' 13' I" 14' 0" 14' 0" 14' 0' 14' 0" #2 #3 5' 1' 7' 11' 8' S" 10' 6' 10' 11" 12' 6° 13' 0' 14' 0' 14' 0' 14' 0' #2 8' S" 10' 6" 10' 11" 12' 6' 13' 0" 14' 0" 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Cu �--i L Stud 5' 0' 7' 11' 14' 0' 14' 0" Standard 5' 0' 7' 0" 7' 5' 9' 4" 10' 0' 12' 5' 12' 11" 14' 0' 14' 0' 14' 0" 14' 0` wwwFor 1x4 So, Pine use only Industrial 55 or O #1 / #2 5' 9" 9' 10' 10' 2' 11' 7' 12' 1" 12' 7' Industrial 45 Stress-RatedusdiththeseBoards. Group. B d _ S P F � 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' values may be used with grades. #3 5' 6' 9' 8' 10' 1' 11' 6" 11' 11' 13' 8' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: U H f Stud 5' 6' 9' 8" 10' 1" 11' 6' 11' 11' 13' 8" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' Wind Load deflection criterion is L/240. O (� Standard 5' 6° B' 8" 9' 3' 11' 6" 11' 11' 13' 8' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0` X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0" 14' 0' 14' 0" 14' 0" Provide nn upliftuconnectionsing (5 for 70 ad over 14' 0' 14' 0' continuous bearing psf TC Dead Load. SP #2 5' 9' 9' 10' 10' 2' 11' 14' 0' 14' 0' 14' 0" 14' 0" CS 12' 1' 13' 10' 14' 0" DFL #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0" 13' 9' 14' 0" 14' 0' 14' 0" Gable it end2supports toad from l4'y 0' overhang, aj D r L Stud 5' 8' 9' 2' 9' 9' 14' 0" 14' 0' with 2' 0' overhang, or 12' plywood overhang, 11' 6' 12' 0' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" Standard 5' 6" 8' 1' 8' 7" _ 10' 9' 11' 6' 13' 8" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Synn ��^^ �// �' Aboutl� Attach 'L' braces with 10d (0,128'x3.0' min) nails. ' Gable Truss " i © space nails at 2" o.c. 31E For (ll 'L' brace: Diagonal brace option lir In18' endzonesand 4' o.c. betweenzones. )I *For (2) 'L" braces: spaceHaltsat 3' o.c,vertical length nay bej In ]8' end zones and 6' o.c. between zones. doubled when diagonal brace is used. Connect 'L" bracing must be a minimum 80% of web diagonal brace for 385# © member length.at each end. Max web �L� �total length is 14'. Brace �`� GableVerticalPlateSizes1 2x4 DF-L #2 or � VerticalLength NoSpliceLessthan4' 0' 1X4 or2X3 better diagonallGreaterthan 4' 0', butVertical length shown brace; single lessthan11' 6' 2X4 in table above. or double cut �© � Greater than Ll' 6''� 45' (as shown) nt 'w1, © 3X upper end. : ■r1"11.1111111 : :� M,'l� + Refer to common truss design for r1 peak, splice, and heel plates. Connect diagonal at antinuous Hearing Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for max gal not addressed by this detail. QtyD OFF length. wwVURNISH T READ AND TO ALL NOTES ON THIS DING I (� ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4 REF ASCE7-10-GAB12030 \ 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 MAI for safety 44 14659 practices prior to performing these functions. Instaliers shall provide temporary bracing per RCS]. -�V 14659�'Y ' DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord w shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG Al2030ENC101014 �L.li il-1� ll i i shall have bracing Installed per HCS[ sections B3,B7 or H10,as unless applicable. Apply plates to each face `��,rrt/yam /LJ J �\\\\VIJI� of truss and position as shown above and on the Joint Details,unless noted otherwise. i � Refer to drawings lbOA-Z For standard plate positions. AN ITWCOMPANY Alpine,° division of ITV Building Components Group Inc. shall. not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI L or for handling, shipping, ,-" wy Installation 6 bracing of trusses. t9 MAX. TOT, LD. 60 PSF w A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional `�� C.T° �� A� engineering responsWDty solely for the design shown. The suitability and use of this drawing w 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. `rrlgUW"f'r�� Earth City,M083048 For more information see this job's general notes page and these web sites: �I 4I ALPINE, www.alpineltw.com; TPI: www.tpinst.org;SBCA: wwwsbclndustry.orgl ICC,www.iccsnfe.org MAX, SPACING 24.0' W FXP 1 7-R9-1 S # s • Gable Detail For Let—in Verticals Gable Truss Plate Sizes Syn. About4 Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. /' +®Refer to Engineered truss design for peak, splice, web, and heel plates, © ®If gable vertical plates overlap, use a single plate that covers the total area of �` the overlapped plates to span the web. L Gable O © © , Vertical Lenggth Examples 2X4 . PP 2X4 % 2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T" Reinforcing Member Member 5 • . ii _ �, ,r O Toe-nailLi - Or - VA End-nail iii_ -41.11 O © To convert from 'L' to "T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T" increase by length (based on Attach each "T' reinforcing member with appropriate Alpine gable detail). End Driven Nails: Maximum allowable 'T' reinforced gable vertical IOd 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. 10dP) 4 Nails � ► <4) Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T' Brace I �� C4) toenails in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE "T' RSinf, Reinforcing Mbr. Size Increase Member wind load. 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 a• o.c. A11515ENC101014, A12015ENC101014, A14015ENC10I014, A16015ENC101O14, Gable neor cin =Member Size #3 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, •T" Reinforcing Size = 2x4 A1153OENC101014, A1203OENC101014, A1403OENC101014, A1603OENC101014, "T" Brace Increase (From Above) = 30% = 1.30 A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 (1) 2x4 "L' Brace Length = 8' 7" Maximum "T' Reinforced Gable Vertical Length See appropriate Alpine gable detail for maximum unreinforced gable vertical length, 1.30 x 8' 7' = 11' 2' H ---]- 1 4 Nails ..m. Ceiling ...WARNING.. READ AND FOLLOW ALL NOTES ON THIS DRAWINGIC)P .NAN\ C!. •.IMPORTANTw.FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. / REF LET-IN VERT /\ � Trusses require extreme core in fabricating,handling, shipping, installC.//'installing and bracing. Refer to and ��r �"9 � V follow the latest edition of BCSI <Building Component Safety Information,by TPI and SBCA) for safety —.-- ___ practices prior to performing these functions. Installers shall provide temporory bracing per BCSI. 14859 DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord a shall have properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs y��.�. DRWG GBLLETIN1014 il-(� (7 shall have bracing installed per BCSI sections 83,H7 or BIO,as opplicobte. Apply plates to each ince f /•w•--I /GI L i)-NI:I i of Refertotl�a drawingion as s fortyn above standard and to the Joint Details, unless noted otherwise. 9p positions. AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for 03 e:)� -Bid,. this drawing, any deviation from 'OI bracing inguof to sae tine truss In conformance with ANSI/TP[ t, or for handling, shipping, w A atian& bracing nF trucov9 wFC, 199 <(w� MAX, TOT. LD. 60 PSE A seal on this drawing or cover page listing this droning,indicates Acceptance of professional • 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 ANS[/TPI 1 S¢c.2. `��w G�AA DUR. FAC. ANY T Earth City,MO 63045 For more information see this Job's general notes page and these web sites: ALPINE, www.alpineitw.conl TPI'www.tpinst,orgi SBCA: www.sbcindustry.orgi ICC. www.iccsafe.org - MAX. SPACING 24.0" EXP.12.12 -II. ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Resioential Gaole Eno Wino Bracing Requirements - 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; See Engineer's sealed design referencingthis detail provide a 2x6 stiffback at mid-height and brace for lumber, plates, and other informationot shown to roof diaphragm every 0" (see detail below or on this detail, refer to DRWG A12030ENC101 014), X 2x Nails: 10d box or gun (0.128"x3",min) nails, Gnal ttolostiffback with 10deboxtorrtgunhed (0.128" x 3", min.) nails @ 6" o,c, I /1 2X4 Blocking nailed to 45° sheathing and 24' Max 111111111r" each truss (Typ) �__ , H lahhh..._ 2X4 DE-L #2 H/2 or better diagonal brace. Attach each end for 560#, ontinuous Bearing - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails. n e -WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! Y Pn�7t, wwllY+ORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REE GE WHALER Trusses require extreme care in Fabricating,handling, shipping, installing and bracing. Refer to and et �t�1v / \ w follow the latest edition of BCSI (Building Component Safety Information, by TPI and MA) for safety 14659 -7• — v practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. r DATE 10/01/14 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 , ' DRWG GABRST101014 � Ill_(� n I TI shall have bracing Installed per BCSI sections B3, H7 or 010, os applicable. Apply plates to each face I'fIII ) II\\vl' F truss and position as shown above and on the Joint Details,unless notetl otherwise. ` i L f`--IL u I Refer to drawings 160A-2 For standardplate e_�_ s, positions. AN ITW COMPANY Alpine,a division of 1TW Building Components Group Inc. shall not be responsible for any deviation from -•r'F st9 w►I this drawing,any failure to build the truss in conformance with ANSI/TPI I,or for handling, shipping, 9 insA tallation this on a bracing of orucoe 9��r •�. 1 �QQ MAX, TOT, LD. 60 PSF � engineering responsibitity solelyor ver forpthe listingthis sh'own.. The suitability ty and use of thicates acceptance of drwing professional w�� 13389 Lakefront Drive For any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 4 Earth City,Mo 63045 For more information see this job's general notes page and these web w. sites EXP.12-31.-1,5 r ALPINE, www.alpineitconi TPI t. www.tpinsorg, SBCA www.sbcindustry.org,ICG www.iccsafe.org i .MAX. SPACING w I t Gable Stud Reinforcement 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 ■ (1) 2x4 'L' Brace wE C2) 2x4 "L' Brace ■■ (1) 2x6 "L' Brace r (2) 2x6 'L" Brace wfw Gable Vertical NoBracing Group Species and Grades: Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B GroupA: #1 / #2 4' 10' 8' 2" 8' 6' 9' 8' 10' 1" 11' 6' Spruce-Pine-Fir Hem-Fir #312' 0' 14' 0' 14' 0" 14' 0" 14' 0' a U Stud 4' 7' 7' 9' 8' 3" 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' IN1 / #2 !Standard) I #2 I Stud HF 7• 8' 14' 0' #3 Stud #3 Standard) 8' 2" 9' 7" 9' 11' 11' 5" 11' 10" 14' 0' 14' 0' 14' 0' 14' 0' 0 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 #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 2' 11' 8" 12' 1' 14' 0" 14' 0" 14' 0' 14' 0" #3 Southern Pinewsw --I c S R #2 4' 10' 8' 2' #3 8' 6' 9' 8" 10' 1" 11' 6" 12' 0' 14' 0' 14' 0` 14' 0" 14' 0' Stud Stud _ #3 4' 8" 7' 0' 7' 5" 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d CU DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U 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: _ #1 / #2 5' 6" 9' 5" 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0" 14' 0' 14' 0' 14' 0' -F-) - S P F #3 5' 3' 9' 3' 9' 9' 10' 11" 11' 4' 13' 0" Hem-Fir U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr #I a) O Standard 5' 3" 8' 1" 8' 7" 10' 10' 11' 4' 13' 0° 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' > #1 5' 9' 9' 6" 9' 10" 11' 3° 11' 8" 13' 4' 13' 10" 14' 0' 14' 0' 14' 0" 14' 0° Douglas Fir-Larch Southern Pine••. S P #2 5' 6' 9' 5" 9' 9" 11' 1" 11' 6" 13' 2" 13' 9' 14' 0' 14' 0" 14' 0' 14' 0' #2 I #2 #3 5' 5' 8' 6' 9' 1" 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0" qD 9' 1° 11' 0' 11' 5' 13' I" 13' 8" 14' 0' 14' 0' Ix4 Braces shall be SRB (Stress-Rated Board). L Stud 5' 5° 8' 6" 14' 0' 14' 0' 14' 0' 0 Standard 5' 3' 7' 6" 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0" xwsFor 1x4 So. Pine use only Industrial 55 or #1 / #214' 0' 14' 0' 14' 0' Industrial 45 Stress-RatedusdiththeseBoards. Group. B d _ S F 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 grades. #3 5' 9" 10' 2" 10' 7" 12' 0' 12' 6" 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' U HF Stud 5' 9" 10' 2' 10' 7" 12' 0" 12' 6' 14' 0" 14' 0' Gable Truss Detail Notes: � 1 r Standard 5' 9' 9' 4" 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. X O #1 6' 4' 9'10 ' 9' 11" 12' 0" 12' 6' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 10' 10' 12' 4' 12' 10° 14' 0' 14' 0' 14' 0' Provide upliftuconnectionsring ( for 35D plf over S P 14' 0' 14' 0' 14' 0" continuous bearing <5 psf TC Dead Load. d #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 5' 11" 9' 10' 10' 6" 14' 0" Gable end supports load from 4' 0" outlookers hang #3 12' 1' 12' 7' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0' overhang, or 12' plywood overhang. D F-L Stud 5' 11' 9' 10' 10' 6" 12' 1' 12' 7" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" Standard 5' 9' 8' 8" 9' 3' 11' 7" 12' 5' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Symm �--- — 1� " ' About) Attach 'L" braces with 10d (0.128•x3.0' min) nails. Gable Truss i l 1 0 space nails at 2' o.c. 31E For CD 'L' brace: Diagonal brace option �10101444.414440.11, in 18' end zones and 4' o.c. between zones. vertical length may be **For C2) 'L' braces, space nails at 3' o.c, O in I8' end zones and 6' o.c. between zones. doubled when diagonal , brace is used. Connect : 4:11 r "L' bracing must be a minimum of 80X of web diagonal brace for 335# member length. each end. Max web 'V 0 total length is la'. Brace �;� Gable Vertical Plate Sizes 2x4 DF-L #2 or Vertical Length No Splice better diagonal Less than 4' 0' 1X4 or 2X3 Vertical length shown brace; single ► Greater than 4' 0', but 2X4 in table above. or double cut less than 11' 6' ' 45' Cas shown) at © ■ Greater than 11' 6" 3X upper end. ■0 ■ ■ �� ■ M,N` 0 + Refer to common truss design for ■ �r��■■ • • • r1 peak, splice, and heel plates. Connect diagonal atIii ontinuous Bearing Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for Max abl not addressed by this detail. 9 ical length, •wWURNINCdis READ AND FOLLOW ALL NOTES ON THIS DRAWING! tSigl pR0FF swINPORTANTws FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF ASCE7-10—GAB12015 erre- Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and v V follow the latest edition of BCS!(Building Component Safety Information,by TPI and sRcA)for safety '�, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. tv��J' 14H59�.S`� DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord �` Shall have a properly attached rlgltl ceti g. Locations shown for permanent lateral restraint of webs tw DR WG A12015ENC101014 l 1 i + shall have bracing installed per BCS1 sections B3,B7 or BIO,as applicable. Apply plates to each face ��j of truss and position as shown above and on the Joint Details,unless noted otherwise. I..i�,K7��w"-' / j-11----,11J L �_�I I Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine,a division of 1TW Building Components Group Inc. shall not be responslbte for any deviation from this drawing, y fnilure to build the truss in conformance with ANSI/TPI 1,or for h¢ndting, shipping, , Installation 6 bracing Of trusses. ' o� `r MAX, TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional I� ,FC.,T��1g$ engineering responsibility solely for the design shown. The sWr'pert'and use of this drawing Q 1 13389 Lakefront Drive for any structure is the responsibklty of the Building Designer. per ANSI/TPI I Sec.2. 4 a Earth City,MO 63045 For more information see this job's general notes page and these web sites: '�s1 .C�� : ALPINE, www.alpineltw.com) TM, www.tpinst.Org; SBCA:www.sbclndustry.org;ICC: www.iccsafe.org MAX, SPACING 24,0" EXP-.12-3t-25 : LR Rei ) � orcing ve -nicer S (, bsLiL �, Lion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or is specified on a truss design but an alternative web T-Reinf. L-RelnfOrCement reinforcement Method is desired, or L-Reinf. ile ,` Apply to either side of web narrow face. , Attach with l0d (0.128"x3.0",min) nails ,, Notes at 6" o.c. Reinforcing member is , a minimum 80% of web , member length. , 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. , Alternative reinforcement specified in chart below may be conservative, • ., �' For minimum alternative reinforcement, re run design with appropriate ■- reinforcement type. MEM �' T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf. Scab Reinforcement: 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2 2x4 Applyscabs) wide face web. m (1 No more than (1) scab per face, III 2x6 1 row 2x4 1 2x6 Attach with 10d (0.128"x3.0",min) nailsIII 2x6 12 rows 2x6 2-2x4(X) at 6" ac. Reinforcing member is a minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6( ) 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. (X) Center scab on wide face of web, Apply (1) scab to each 1111. face of web, •,wARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING wwIIWORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL I c� l- Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer to and PSF REF CLR Subst, v V follow the latest edition o£ BCSI (Building Component Safety Information,by TPI and SBCA)for safety , • ------ Practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. �� 14g5g��' '- TC DL PSF DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs l'" BC DL //��i� I, it (� (7 I 1 shall have bracing Installed per BCSI sections 83, B7 or BID,as applicable. Apply plates to each face PSF _DRWG_BRCLBSUB1014 I IL —'IIIJJJ! J �g I f truss and ings 1 n as shown above and on 4he Joint De{ails,unless noted otharwse. _ Refer to drawings 160A-Z for stsntlord plate post{ions. BC LL PSF AN ITW COMPANY Alpine'ndivisionof ITWBuildingComponentsGroupInc. shallnotbeesponsibleforanydeviation from03w,: •�thisdrawing,anyFailuetobuild the trussIn conf ormoncewithANSI/TPI 1,orfor hondUng, shipping,,winstallation 6 bracing pf trusse .3, %% w TGT. LD. PSF SA seal on this drawing or cover page listing this drowing.Indicates acceptance of professional 'A/SIC 7� �9Q�engineering responsibility solely for the design shown The suitability and use of this drawing \\,...........,'- Vr Q'e 13389 Lakefront Ddvefor any structure Is the responsibRlty of the BWltlin Des0 Earth City,M0 83045 For more informs{Ion see this 9 kg�er per ANS[/TPI 1 Sec.2. 'kV W.CA1 DUR. FAO. ALPINES www.alpineltw.coml TPI www.t nstor SBCA�wotes page and these web sites: Pi 9 ww.sbcindustry.orgl ICC www.iccsafe.org EXP.12-$i_P.oSPACING .• I 1 Piggyoack Detail - ASCE 7-10 115 noh, 30' Mean Height, Enclosec, Exposure C, Kzt=1,00 Up to 115 mph wind, 30.00 ft Mean Hgt, ASCE 7-10 Enclosed Bldg., locatesd anywhere in roof, Maximum truss spacing is 24' o.c. Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Detail Is not applicable If cap supports additional toads such as cupola, steeple, chimney or drag strut loads. Note. Top Chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. xw Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.1355(3.5"). Attach purlin bracing to the flat top chord Flat Top Chord C= 12' using (2) 16d box nails (0.1355(3.5"). 12 *12" min rigid sheathing overlap (24" continuous Up to 12 length, no joints) with 8d common (0,131"x2.5") or gun nails in overlap zone spaced at 4" o.c. 31E "1111111V/ KJ DGl f Purlin S.acin. = 24" oc. Max. Flat top chord purlins required at both ends and at 24" max o,c, spacing in between. wwWARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 411111 PRk7f� wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. "\ REF PIGGYBACK /�^\\ followTrusses the latest editionmofcare BCSI((Building aComponentliSafetypInformmation,n installingand TPI band nBCARefer for safety ie 14659� + practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. �. `. _DATE 10/01/14 shallleReferve otherwise, top chord shall have properly attached structural sheathing and bottom chord properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ' I DRWG PB115101014 Iii I i 0— i i shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face I�iJ - I I Referto drawingst160A-Z for standard osi Joint Details,unless noted otherwise, platepositions. Alpine,o division of ITW Building Components Group Inc. shall not be responsible for any deviation from 4 ••' � AN ITW COMPANhse Y this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, " y installation 8 bracing of trusse iif C 7, ,g 9QQ0. A seal on responsibility drawing or cover page listing this drawing,Indicates acceptance of professional 7 engineering solely for the design Shown. The suitability and use of this drawing �r�4NW.OW w 13389 Lakefront Drive Pa.-any structure is the responsibility of the Building Designer per ANSI/TP[1 Sect. ti . Earth City,MO 63045 For more information see this Job's general notes pa ALPINE. www.alpineitw.comi TPI. www.tpinst.orgi SBCA� www.sbcindustry.orgle and ese ICCswwweb s csofe.org EXP.12-31-15 SPACING S 24.0" 3iggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Encloseo, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note. Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purling. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads. x■ Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. -- Detail A ; Purlin Spacing = 24" o,c, or less 12 Piggyback cap truss slant nailed to all top chord Purlin bracing with (2) 16d box nails (0.135"x3.5') Up to 12V and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3") at 4' o,c. 4' 2' 2 4' Attach purlin bracing to the flat top chord �.* -.=�46�� ``• using (2) 16d box nails (0.135"x3,5'). ...I.. •� ♦'�.�0, The to chord #3 rade 2x4 scab mn be replaced Purlin Spacing ��i. with either of the f allowing' (1) 3X8 Trulox 24' o.c. max / plate attached with (8) 0.120'x1,375" nails, (4) into cap TC & (4) into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss IC and attached to the base truss TC with Top Chord Scab (Typical Each End) Flat top chord purlins required at both (4) 0.120"x1.375' nails, Note+ Nailing thru holes of ends and at 24" max o.c, spacing in between. wave plate is acceptable. 3 e t a i l B : Purlin Spacing > 24" o,cIn addition, provide connection with one of the following methods, Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0.135`x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. members. Attach to each face @ 8' o.c. with (4) 0.120'x1.375" nails into cap bottom chord and (4) 12 Attach purlin bracing to the flat top chord in base truss top chord. Trulox plates may be using a minimum of (2) 16d box nails (0.135'x3.5'). staggered 4' o.c, front to back faces. Up to 12 __ APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach @ 8' o.c. with (8) 6d common 4' 2, (0.113'x2') nails per gusset, (4) in cap bottom chord and (4) in base truss top chord. Gussets �.:��Q 4' may be staggered 4' o.c. front to back faces. 2' i�� Q ��'`. �'� "� ou �� 2x4 Vertical Scabs �...'� - ��4'; 2x4 SPF #2, full chord depth scabs (each face). �.� / ..i- Attach @ 8' o.c. with (6) lOd box nails (0.128"x3') �.�, per scab, (3) in cap bottom chord and (3) in �.: base truss top chord. Scabs may be staggered 4' o.c. front to back faces. Purlin Spacing ) 28PB Wave Piggyback Plate 24' o.c. max One 28PB wave piggyback plate to each face Top Chord Scab (Typical Each End) Chord Flat top chord purling required at 0 8' o.c, Attach teeth topiggyback q fabrication. Attach to su at time of Full Depth both ends, Purlin spacing > 24' o,c, supporting trussply. with (4) 0.120"x1.375" nails per face per ply. Note' If purling or sheathing are not specified on the flat top of the base tto back ck plates may be staggered 4' o.c. front truss, purlins must be installed at 24' o.c. max. and use Detail A. faces, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING, 2 wwIHPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. "\� REF PIGGYBACK Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and C., L\�w .» Follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety (` \ _-- practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. 14859 ''Q DATE 10/01/14 Unless 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 1,,,69.M. DRWG PB160101014 �I ll=I� II 1, i oshall have bracing installed per BCSI sections B3, 87 ar lax applicable. Apply plates to each Face//J (--' Jf {ruse and position as shown above and on the Joint Details,unless noted otherwise. i i �� Refer to drawings 160A-Z For standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 0 1' -( this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or forh S installation& bracing of trusse handling, shipping, �� ''',E.0 �9�9 IL A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional Q engineering responsibility solely for the design shown. The suitability and use of this drawing 'IOW.G�� 1 13389Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. � 7 � Earth City,MO63045 For more information see this Job's general notes page and these web sites: ►� ALPINE! www.alpineltw.comi TPI.www.tpinst.orgi SBCA, www.sbcindustry.orgl ICC. www.iccsafe.org EXP.12-31-15 SPACING 24,0" w I i 1 tI I