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Plans (28)1111,0, . lir , .,. i , ,/ / rd-O(S- WS.--S--- 7 i 1 _r. 11!,Z-F 5 ) //F''`t a-- RECEIVE APR 2 2 2015 CITY OF TIGARD l ' -4-1/4" RAISED HEEL AT GARAGE TRUSSES BUILDING DIVISION 3-1/8 X 19-1/2 BEAM NOT TO STICK UP MORE THAN 14" ABOVE PLATE -- HIP VALLEY TRUSSES HERE hiAli 9 t , k 4 s 3 ig M3 I N NI 1111011111111 1 ' _4167. •E'.11- I. I cnjcn iluluilli • _ -- 1 r i �; EJ1 Ii �� Y ., ii, WAN 30�Z eta - ------• �� I h .11� �' Zs • T 1 MEM — .z.,E i I o mm3 _I,_ I iir 1 1111111.1111111111111111z I z„ v` I - HJ! 1H-11- LEDGER WILL BE USED HERE I 7 m 20" RAISED CEILING AREA I� I Z II — NI I =..�� x,1_1_1 1_1 i��l watt �; ISI I� I I �I Iii �� lifi - j I4 m III h�1- _ o 1111_W..._ I 4., , lig. m iim liii Iii IL IIS : ;Li N IFS, ,I I 'I i 1 _1 . I II FURR DOWN CLOSET AND THE BATH AREA VERIFY IF R LEDGER ON SITE FOR CEILING WILL BE USED HERE 0 Customer: JT ROTH CONSTRUCTION m w o Desc. : Medallion Medws lot 4 00 m ADDRESS: VERIFY m crlz Designed by: BILLY BREESE I-- z m o 0 0 " 1 T J '0. t I r T ( t 0. Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:I VEX7175Z1819114305 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0315160--JT ROTH CONSTRUCTION -Medal Iion Medws lot 4 -- VERIFY VERIFY, OR Model Code: 'pc Truss Criteria: I RCY012/Tp I-2007(STD) Engineering Software: Alpine proprietary truss analysis software. Version 14.03. 4PF't�PROF 5 Truss Design Loads: Roof - 42 PSF a 1.15 Duration X45 4(31NF� 0 Floor - N/A 19575P 'Q p Wind - 120 ■PH (ASCE 7-10-Closed) t. OA Notes: 03 19/2015 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of 9,Q'100.20.10b 4,:r. record, as defined in ANSI/TPI 1. OCD W.N 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 R «eie�esreaxo,s Garold W.Heal Details: 12015EC1-GBLLETIN-GABRST10-BRCLBSUB-12030EC1-VAL16010-HIPFRANE- Submitted by GWH 11:41:30 03-19-2015 Reviewer: TSB $ $ # Ref Description Drawing# Date # Ref Description Drawing', 1 35021--SDG 15078071 03/19/15 39 35059--M2Date 2 35022--SD1 15078072 03/19/15 15078108 03/19/15 3 35023--E 40 35060--M3 15078109 03/19/15 15078073 03/19/15 41 35061--14 15078110 03/19/15 4 35024--EG 15078074 03/19/15 42 35062—EMI 15078111 03/19/15 5 35025--KGE 15078075 03/19/15 43 35063--EJ2 15078112 03/19/15 6 35026--K 15078076 03/19/15 44 35064--B 15078113 03/19/15 7 35027--K1 15078077 03/19/15 45 35065--C 15078114 03/19/15 8 35028--FG 15078078 03/19/15 46 35066--M 15078115 03/19/15 9 35029--F3 15078079 03/19/15 47 35067--V1 15078116 03/19/15 10 35030--F2 15078080 03/19/15 48 35068--V2 15078117 03/19/15 11 35031--F1 15078081 03/19/15 49 35069--V3 15078118 03/19/15 12 35032--F 15078082 03/19/15 50 35070--FG1 15078119 03/19/15 13 35033--5061 15078083 03/19/15 51 35071--F02 15078120 03/19/15 14 35034--IGE 15078084 03/19/15 52 35072--5J5 15078121 03/19/15 15 35035--I 15078085 03/19/15 53 35073--SJ6 15078122 03/19/15 16 35036--IG 15078086 03/19/15 54 35074--SJ7 15078123 03/19/15 17 35037--5803 15078087 03/19/15 55 35075--SJ1 15078124 03/19/15 18 35038--503 15078088 03/19/15 56 35076--SJ2 15078125 03/19/15 19 35039--H 15078089 03/19/15 57 35077--$J3 15078126 03/19/15 20 35040--HG 15078090 03/19/15 58 35078--SJ4 15078127 03/19/15 21 35041--LOE 15078091 03/19/15 22 35042--L 15078092 03/19/15 28 35043--L1 15078093 03/19/15 24 35044--5D02 15078094 03/19/15 25 35045--0 15078128 03/19/15 26 35046--60 15078095 03/19/15 27 35047--JGE 15078096 03/19/15 28 35048--J 15078097 03/19/15 29 35049--10A 15078098 03/19/15 30 35050--EJG 15078099 03/19/15 31 35051--EJ1 15078100 03/19/15 32 35052--A 15078101 03/19/15 33 35053--EJG2 15078102 03/19/15 34 35054--EJ3 15078103 03/19/15 35 35055--EJ4 15078104 03/19/15 36 35056--D 15078105 03/19/15 37 35057--10 15078106 03/19/15 38 35058--11 15078107 03/19/15 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 - Top chord 2x4 DF-L #1&Bet. — VERIFY VERIFY, OR — SDG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF SS (g) :T2 2x4 DF-L #2(g): 1L= mph wind, 21.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (g) :W3 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 Connectors in green lumber D4,2 psf, (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 ------ Lumber Dur.Fac.=1,15 / Plate Dur.Fac,=1,15) OC. TC- From 75 plf at -1.00 to 75 plf at 7.94 24" TC- From 38 plf at 7.94 to 38 plf at 14.06 TC- FromBottom chord checked for 10.00 psf non-concurrent bottom chord live 75 plf at 14.06 to 75 plf at 4.0load applied 0 BC- From 5 plf at -1.00 to 5 plf at 0.00 per IRC-12 section 301,5. BC- From 7 plf at 0.00 to 7 BC- From plf at 22.00 Deflection meets L/360 live and L/240 total load. Creep TC- 550.00 IbSConc.aLoad at t7,gg,j4pj� at 23.00 factor for dead load is 2.00, increase BC- 510.01 lb Conc. Load at 2.00,20.00 BC- 117.51 lb Conc. Load at . No SIZEE LATERALICHORD BC- 123.40 lb Conc. Load at 6.00,16.00 5X5= Io7] W4X5 E SHIFT BITE BC- 347.57 lb Conc. Load at — 3.25 R 2.75 8.00,10.00,12.00,14.00 5X5 il 1.5X4 0� h 1.5X4 9 6-4-1 0-4-10 =' 0-4-10 4X5[7]==- 1012= ■� T 5X7(B7R)= - -14 '� 5X7(B7R) 4-3-2 7-11-4 6-1-8 3 4-3-2 -8-2 �1 3-8-2 7-11-4 6-0-12 0, 2 6-1-8 7-11-4 7-11-4 22-0-0 Over 2 Supports R=2466 U=295 W=5.5" R=2466 U=295 W=5.5" PLT TYP, Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon (503)357- 118 FT/RT=296(096)/4(p) 14 ' O PROF 825 N 4th Ave, a Cornelius OR 97113 ••wARNINGL.READ 03 5 +++.4 1/ _ ••IIpORTAYT•• cwwlax THIS OWNING TO ON rim olawlwsl _ Trusses require e e In fabricating, handling,NINGLIIOLUDING INSTALLERS. — — tne latest edition ofSCSI (Building Component Safety shipping,Ion �� O$ _ OR/ / / /R/ Scale ,4411161% � to Performing these functions. Information, byandg and I.bUnlessnsafer to the 19575 P R7 tae chord shall on o (Building shall provide temporaryY WTCA)far safety practices TC LL 25 0 PSF REF 175 25 Properly attached structural sheathing bracingcPas SCSI. ted eaPilar r / TC DL 35021 Il rigid ceiling. Locations shown for Permanent lateral restraint'� '�Etta"chord Hall have otherwise, ,4�� sections B3, 87 or 8110, as applicable. afof Properly attached the Joint Details, leas Apply Plates t each face webs shall have bracing Installed per 8051 ' -_ 7 0 PSF DATE otherwise. Refer to drawl trussr 03/1 9 and position a BC DL /15 Alpine, a division of ITW Building drawings 1�-Z£Orstantla standard s shown above end on � 7.O drawing, truss In Group r wi no Plate positions. 0 1 9/20 VS any failure tPSF DRW CAUSR7175 1507 GWH AN ITW CO MR4NY (Alpin, an a sionre build ids tr In canfarmance , shall not he esponsible for any deviation from this 8071 edoel trusses. . or for handling, snipping ORE(i0 BC LL 0.0 PSF CA-ENG TSB 299116 A responsibility deeming or f P '�1O"�n1° lefty. na Pr Rroe'emmisrre engineering •5� `en. 9b ty seemly for las del thlo ng, Intl) ,t 83SI RovanaCucle responsibility Designer this drawing for My structure is va R 20,t9 TOT,LD, 42.0 PSF SEAN- Sacramento,CA 95828per ANS1/iP1 1 Seca. O� •�G X, ALPINE: wwwFoalpineltw cqn r more CTP(:wwwion see t is Job's general notes page and these web setae: D V DUR.FAC, e: ATCA: www.sbcindustr 1.1 5 FROM BB EZINIDEIDEN y.bam; ICC: www.laaaafe.arg RBnewaldAteslsonols SPACING 24.0" ._ miim•.mm.mmmi•.mI••.•.iIimi•.im•..im.•.mmim.m... .____ i (0315160--JTROTHCONSTRUCTION -MedallionMedwslot4 -- VERIFYVERIFY, OR - SDI) 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): Bot chord 2x4 DF-L #1&Bet. g 62 2x4 DF-L #2(g 120 mph wind, 21.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L #2(g) :W1, W5 2x4 DF-L Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (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. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. for dead load is 2.00. 4X5= 4X5= 1.5X Twp 40 1.5X4 •N 9 �• 7-10-1 9 Il 0-4-10 —1--- � 0-4-10 3X5 61 3X5-=---- 5X12-=- B2 � (418-1 14 �1'� 3X5(61)= 5-1-13 4-9-7 2-1-8 4-9-7 1.1 . .i 9-11-4 2-0-12g. 2 5-1-13 L- 9-11-4 9-11-4 ,l_2-1-8 ,1_ 9-11-4 -I 22-0-0 Over 2 Supports R=1059 U=42 W=5.5" - RL=158/-158 R=1059 U=42 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) TrussC Henle ave on 503 357-2 FT/RT=2% 0%)/4 0 P-•� ( ) �■NtN11161a ) ( ) 14.03.4/x® •a FS', _ 825 N hent CfOre8o Olt 03)35 118 ••Ir pRrANr• 41419,.IDIS g r�F�TOMi MnES am nus 4wDA;I G D - 1/_ _ _ Trusses require eo r shipping,pinstalling and bra in. Refer. �/ EIC O,y TCR (�!'J T / / /R/ Sca 1 e 3125"/ the latest edition f BCS!care Sare,irg, tioninatalland bracing. Refer to and follow to (Building Component shallht Safety Information, by cin and rSCS for safety �867sa. LL 25.0 PSF REF R7 - o performing blear functions. Installers provideIn temporary � notedractices prior IP ,04111641/4 top chord shall have properly attached structural sheathingandbo bracing pera BCS!. a Unless attachede, 11Tiii��s rigid ceiling. Locations shown for restraint and eft cord have have , TC DL 10.0 PSF 022 A r permanent lateral s elnt f properly attached 1/�' ��\ A actions B3, 67 or 810, a applicable. Apply Plates to ba hall have brad installed per eICSI �- A(' � '�r�� ih.Joint Detalla, 870,aanotpd cable.aA Ra£ar es Wrest'fete of truss and position as shown above BC DL TE 03/19/15 I1�--1 ' `�/' "ga ieoA_z fpr standard plate ""O hi DRW CAUSR717515078072 Alpine, a division of IT91 Build„g Cpmponenta Group Inc, shell no p°'�ti°"a' 01 9!2015 AN 17W drawing. any failure to build the truss in conformance with ANSI/TPIb1,eorpfor hen for any deviation from this BC LL Q.Q PSF COMPANY instanauon s crating pr irusees, fpr handling, shipping. OREGON CA-ENG TSB/GWH ~ A*eel et this seri ' i t I Ilbn l "0 or rororP listing els drawing, Irolestss ro for 91'4 90 TOT.LD. 42.0 PSF Q 299118 8351 RovanaCrcle responsibility••1•ry far al.e•alpn.ha... nr wlr blllq.ro 1.1.111. er .:1 vref.••Iwl anplee•rinp h.20,10 SEQN-of tee 9111Iei peer par ARS/9TI 1 SeP.], W�atrbown 1•th• Sacramento,CA 95828 For more information "OLD W•N� DUR.FAC. 1.15 FROM ALPINE: .alpineitw.com; TPI. ihis job's general notes page and these wee area: BB ♦ a .tpinst.org; MICA: .sbcindustry.oanr; ICC: .iccsafe.org Nenew•aB9.alsono9s SPACING 24.0" JREF- 1VEX7175Z18 — (0315160--JT ROTH CONSTRUCTION —Medallion Medws 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, 22.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) :B2 2x4 DF-L #2(g): anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W3 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. 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= ii i 1.5X4\\\ 1.5X4$ st 8-7-10 .4111111141k � —� s 0-4-10 0-4-10 3X5= 3X5= 3X5= /11Wiallb•-: 3X5(81)r----- 62 - 18-1-14 r _ 3X5(B1) L1 lJ L1 J 5-8-3 _I_ 5-3-13 _I_ 5-3-13 _I_ 5-8-3 7-5-7 '1' 7-1-2 I' 7-5-73-1 11-0-0 11-0-0 - I< 22-0-0 Over 2 Supports 1 R=1059 U=44 W=5.5" RL=173/-173 R=1059 U=44 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave p-,fi FT/RT=2%(0%)/4(0) 14.03.* ,® RI FS OR/nems of Oregon (503)357-2118 •�r11RNlNGI••READ AID FOLLOW All Sows ON THIS OWING/ �� Scale .275"/Ft. _ 825 N 4 Ave,Cornelius 0)297113 ••HrONram• FURNISH THIS OWING To Au ONMIACTORs INCUMS'S THE INSTALLERS. O� 00/MEF..n O TC LL 25.0 PSF REF R7175- 35023 Trusses require extreme care In fabricating,handling, shipping, installing end bracing. Refer to and follow I� the latest edition of SCSI (Building Component Safety Information, by TPI and AICA) for safety practices prior 19878 p 9 TC DL � to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. r 10.0 PSF top chord shall have properly attached structural sheathing and bottom chord shall have DATE 03/19/15 n 7 rigid ceiling. Locations shown for permanent lateral train f e properly installed per SC i ions 83. BT or 810, as applicable. e.aal biotins ownabper SCSI i- BC DL 7.0 PSF .41' �0 NI; ins Jpint Bacaiia, °nleaa orad otherwlsplReFerito arewln"face tr a'°a position°'°h°""above°�,an DRW CAUSR7175 15078073 ge z far standard plata po>Itiona. 0 '19!2015 l Alpena, a dlWslon dr ITw Buildlrg co,menents Group Ina. aM1n be responsible far any deviation fres this BC LL 0.0 PSF CA—ENG TSB/GWH drawing, any failure to build iM1e tiara conformance with ANSI r`vI ,, a for handle g. shipping, OREGON AN RTW COMR4NY Instal iatlon A bracing of ~ A""°^this dneIhG or cover listing eon iroleeM. `'� TOT.LD.LD. 42.0 PSF f ' • responsibility solely for the design ahem, The`a�ility mind nee gam° a drafting gifor ally.l uct re Is the '1�R"+n.20.190' + SEQN- 299120 8351 Rovana Circle rwpv.l.l l ley of the Building Gaelprr per ANSI/TPI 1 Sx.al. BnY`�r"�Is O• FROM 6B Sacramento,CA 95828 OL p W t N DUR.FAC. 1.15 For more information see Job's general notes page and these ray sites: ALPINE: rwr.alpineitw,com; TP1: .tpinst.org; RICA: www.sbcindustry.com; ICC: .lccsafe.erg SPACING NG 24.0" r,f Renewaltlae8(SDi2G16 JREF— 1VEX7175Z18 (031516O--.JT ROTH CONSTRUCTION -Medallion Medias lot 4 -- VERIFY VERIFY, OR - EG) THIS DING PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): :T3 2x4 DF-L 2400f-2.0E: Special loads Bot chord 2x8 DF-L SS TC- (Lumber 7 5r. Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) :W2, W3, W4 2x4 DF-L #2(g): TC- From 75 plf at 10.58 to 75 plf at 111.42 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 75 5 TC- From plff at lf at -1.0 to 1.42 to75 5 plf at 20.0 BC- From 14 plf at 0.00 to 14 plf at 6.00 120 mph wind, 22.14 ft mean hgt, ASCE 7-10, CLOSED bid Located BC-BC- From 7 plf at 6.00 to 7 plf at 22.00 6.00 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=4.2 BC- 685.495lbbConc. Load onc. datt 8.00,10.0,12,00,14,00 psf. 16.0,18.00,20.00 Wind loads and reactions based on MWFRS. (a) #3 or better scab brace. Same size & 80% length of web member. In lieu of structuralpanels use Attach with 10d Box or Gun nails (0.128"x3",min.)) R 6" OC. TC @ 24" OC. purlins to brace all flat 6X8----- 4X8(R) III Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep A` load applied per IRC-12 section 301.5, increase factor for dead load is 2.00. AM I1 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1,5X4 III 4X5[18]O� [14] W8X8 S 4.50 [18] W4X5 3.50 R 1.25 [19] W3X10 S 5.75 4`N T3 9 r ��?" 9 8-3-14 GIIIP 4W401 (a) 4111 li 111# 0-4-10 �� `� ® 18-1-14 4X12(R) III 8X8[14]= 8X8= 8 - 4X12(67R)% 4X12(B8R) L1 '.-1 3X10[19] III 5-10-11 1.1c 4-8-5 ItO�I� 4-8-5 5-10-11 5-6-5 4-8-5 'I` 5-10-11 10-7-0 0-10-0 10-7-0 - 1 22-0-0 Over 2 Supports I R=3752 U=308 W=5.5" R=4332 U=277 W=5.5" PLT TYP, Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 14.03.� � OR/-/1/-/-/R/- _ Truss ComponentsofOregon f503)357-2118 ...WARNING!"'•READ AAD FOLLOW ALL NOTES ON rums awinG1 INI� Scale le R7175- 5Ft. 825 N 4 Ave,Cornelius OR97113 ••INPONFANT•• FURNISH THIS DRAWING TO ALL OONTR*CTORS INCLUDING THE INsrAu.ERS I fs C� �. O TC LL 25.0 PSF REF Trusses require extras carein fabricating, handling, shipping, installing and bracing.Refer to and follow + Z the latest edition of SCSI (Building 3 024 • ng p°nant Safety Information, by and 1lSCA)for safety practices prior 18675 P y TC DL 1 0.0 PSF to performing lrgy these functions.proprlyInstallers shall provide temporary bracing per SCSI. Unless noted otherwise. 1 top chord shall haveproperlyattached structural sheathing and bottomchord shalt have �1 DATE 03/19/15 rigid calling. Locations awn fora properly d 8C p.rmlateral restraintachfa of webs shall have bracing Installed per o -� BC DL 7.0 0 PSF ,4��\� sections 83. 87 810. as applicable. Apply plates to each face of truss end position as shown above and �� DRIP CAUSR7175 15078074 J I the Joint Details, unless notetl otherwise. Raper to tech aceA_f far stnrtl plate pia hovel. °" I Alpine, a divlslon of ITN Sallding Componects Group Inc. shall t ba responsible for any diatlan from this 0 '1912015 BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to build ru the truss in conformance with ANSI RPI 1, or for handling, shipping, OREGON AN RTW COMPANY installation&bracing of trusses, res - ''' . A.»t on t:nl•Browing or ass.r page listing this dr wlag, Indicates `� TOT.LD. 42.0 PSF r•epon.ICl l lag solely ler the design sham. The suitability •ddepCs t of prior tiny engineering Is t 9,Q'fin.20,19� SEAN- 299139 8351 Rovana Circle rseport•tel l lag of the Building Dol u./w of this ar«Iro for ay•t�u.wre t•the _ ro Designer per this Joh ' neralOCD W.N OUR,FAC. 1.15 FROM BB SaUfalle010,CA 95828 For more information sea Jobs general notes •IATA. ALPINE:www.alpineltw.con; TPI:wwww.tpinst.org; NTCA:www.sbccisd st these web atlas: Y "`sof°.erg Renewal date 6/30/2015 SPACING 24.0" JREF- 1VEX7175Z18 w - (0315160--JT ROTH CONSTRUCTION -Medallion Medias lot 4 -- VERIFY VERIFY, OR - KGE) 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 2x4 DF-L Std/Stud(g): DL=4.2 psf. :M4, M6 2x4 DF-L #2(g): :M5 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. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provide lateral wind bracing per ITWBCG wind bracing details or per load applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length (S) 2x4 x 6-0-0 DF-L #1 SCAB tabulated for 2X4 studs of the same grade. 4X5==- Attach scab to face of chord 1-1/2" below top edge with 10d Deflection meets L/360 live and L/240 total load. Creep increase ii box(0.128"x3.00")nails w 4" OC. factor for dead load is 2.00. T Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers.Cladding load shall not exceed 5.00 PSF. Top .,fit 7 12 chord may be notched 1.5" deep x 3.5" wide @ 24" oc along �� top edge. DO NOT OVERCUT. No knots or other lumber �,14 (S) defects allowed within 12" of notches. Do not notch in01,q 3X5 D� plates, overhang or heel panel. 111111 . 1 404 ,��!►, 11-2-7 i2 0-5-3 _� -� 1111.11 Ali 1-11-11 T Om 9-0-0 I _ 2X4(B1) ----- 3X5= L1 'J FE 14-8-12 1-10-10 _ ,I,e _I_ 3-4-10 13-0-2 i-8-10 5-3-4 I. 10-9-4 -I_ 9-2-12 ,1 _ 1 20-0-0 Over 2 Supports R=250 PLF W=13-0-0 R=208 U=13 RL=23/-24 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.'�.i f' 0ll !r OR/-/1/-/-/R/- Scale =.225"/Ft. Truss ComponentsofOregon ((503))357-2118 'e 1111G1ea am AND FOLLLL �� 4G 114 O ANOTES ON THIS BRANINai , 825 N th Ave,Cornelius OR 97113 ...IMPORTANT.* MINIM I MS Imam TO AU.CGNIRAcro115 mummy THE INSTALLERS. CO �0TC LL 25.0 PSF REF 87175- 35025 Trusses require extreme care in fabricating, handling, shipping, Installing end bracing. Refer to and follow 19573 P the latest edition of BCSI Building Component Safety Information, by TPI and TCA)for safety practices prior 44 TC DL 1 0.0 PSF 03/19/15 to performing these functions. Installers shall provide temporary bracing par acyl. Unless noted otherwise, 1- LIP DATE _— top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid rolling, Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI �"' A��`Q NII I , sections 83, Bl or 810, as applicable, Apply plates to each face of truss and position as shown above and on ' BC DL 7.0 PSF Jam' DRW CAUSR7175 15078075 t .. 7,7p=7:::::7' he Joint Details, unless toted otherwise. Refer to 7.7:!:.: rmvings 16OA_z fpr standard plate position. 0 '1 9/201 Mpine, a divisi n of ITw Building Cosponence Group Inc. aha„ t he reaponsibie fpr any mvlecion from Iona p BC LL 0.0 PSF CA-ENG TSB/GWH l drawing, any failure to build the truss in conformance with ANSI�i 1. or for handling, shipping, OREGON AN ITW COMPONY installation&bracing or trusses, TOT.LD. 42.0 PSF w seal l w this draping Or sever page listing thio drawing, Indiwbwq x s esptamprofessional.Ingllnssring 7a� `� 4q.20,19� G SEQN- 299156 '_ rsaponslbl llty ealely r ta the design shown. The ealbll Ity and U4.1.of this drawing for any eeromtere Is the O v `, 8351 lEov cittie reaerwlbll lty ar tiro Building Designer par ANS/API 1 see.A. CD wDURM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: w wwww.lccsafe.org TPI:ww.tpinst.org;RICA:a .sbeinnustry.cos: ICC:a .iccsafe.org Renewaldase B/90/2019 SPAC i NG 24.0" JREF- 1 VEX7 1 7521 8 I . (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — K) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MEN. 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 #2(g) :W1 2x4 DF-L Std/Stud(g): DL=4.2 sf. :W3 2x4 DF-L #1&Bet.(g): p 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 1.5X4111 1.5X4 \ 12 \ . 12 4X5(R11 al ) AI 0-3-11 0-5-3 mmissmomismismaiimismit 10-8-0 -i_ 6 6 1-8-0 2X4(D8R) 3X3= 3X5(F1)0 3X5- 1-0-0 ....-"< -12-6-8 >I< 7-5-8 >1 InC 5-4-10 6-6-0 t_ �I' 5-4-10 6-0-8—1-2-1-0* 7-5_$2 7.1 10-9-4 6-6-0 I` 6-0-g�—�I_ 9-2715-88 c 20-0-0 Over 3 Supports > R=644 W=5.5" R=1083 W=5.5" R=269 U=24 RL=196/-201 Design Crit: IRC2012/TPI-2007(STD) _ PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.k,':' •_co _ OR/-/1/-/-/R/- Scale =.225"/Ft. _ Truss Components of Oregon f503)357-1118 •MARNINo1••READ AND FOLIq ALL NOTES CR THIS owwlNGI 825N4thAve,Cornelius OR97113 **wormy" FRNISIITinsDRAWINGTOALLCONTRACTORSIticumMiGTHEINaru.uum. A Q TC LL 25.0 PSF REF R7175- 35026 Trusses require extreme care In fabricating, handling, snipping, Installing and bracing. Refer to and followrttG1144, 10575 P 'r - the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 10.0 PSF 03/19/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, i� r .,41164, DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations sham for permanent lateral restraint of webs Ghali neva bracing Installed per BCsI BC DL 7.0 PSF .4�� I: " aectlone 63, BT or Bio, as applicable. Apply plates to each rata of truss am position as shown Gaye and on /- DRW CAUSR7175 15078076 the JoIM Details, -:',77..:::°„,-,::-7.--....::':: nless noted cable.laA Rsfar to drawl,gs FMB trusstandapo plate pcsltiwns. O .1 n/^Q 1 C Alplrro. a tllvielon of ITW Sulidlrg Crnpbnente Group Inc. shall nwt be responsible far any tlevlatlon from this J L 5 BC LL 0.0 PSF CA-ENG TSB/GNM drawing. any failure N AN ITW COMPANY Installation A bracing of trusses.build uild the truss in conformance with ANSI/TPI 1, or for handling, shipping. OREGON TOT.LD. 42.0 PSF L A era en this drawing Si'ewer peva fleeing Mlle drawing, Indlrwtae .mginwwfl Aft ROTI.2D,19tl' , — SEAN- 299162 iOpei en l lty solely for t/er rd.Ign shown. The adltabil laro*M profNeleMl f responsibility of the building b and b..of this ara.Nnp for any structure Is the Ro1. W.NSC. DUR.FAC. 1.15 FROM BB 8351 RovNlaCucie b nG D.digrrr per Aanl/TPI 1 s.r.z. D W — Secrrmlento,CA95828 For more information see this Job's general notes page and these web sites: ALPINE:wew.alpinaitw.com:TPI: wwa.tpinst.org: WTCA:www.sbcindustry.coa: ICC:sea.lccsafe.org SPACING 24.0" JREF- 1 VEX7 1 7 5Z 1 8 S . Renewal date 8 79 012 01 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - K1) 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, W5 2x4 DF-L #2(g): DL=4.2 psf. :W3 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Right end vertical 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 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(R) Ill Shim all supports to solid bearing. a 7- 'I 13X5o� 1 ,5X4�� W3 W2 ,, (a) 11-2-7 12 p / W5 1.5X4111 ii 4X5(R) III : 7- 0-5-3 0-5-3 2-1-11 6 L- 1 --r 6 ilmwommummommommummommumm) 3X5(F1) 5X5=-=7 3X5(R) III T 1-0-0_ 12-6-8 >1< 7-3-8 >1 5-4-10 5-4-10 4-6-6 4-6-6 6-6-0 6-0-8 7-3-8 10-9-4 .I, 9-0-12 6-6-0 -T- 6-0-8 `I" 7-3-8 >. 19-10-0 Over 3 Supports R=505 W=5.5" R=1406 W=5.5" R=193 U=75 RL=195/-200 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.0 ;+-' . -A tai_ OR/-/l/-/-/R/- Scale =,225"/Ft. ) •WARNINGI••READ AND FOLLOW ALL NOTES ON THIS CRANING!Truss Components of Oregon 503 357-1118 •INt10RfA1R•• FURNISH inks ORAIFIND TO ALL 9 1 N 825 N aT,Ave,Cornelius o> 97113 shipping, installing and THE bracing. Refer 0� aG FF �p� TC LL 25.0 PSF REF R7175- 35027 Trusses require extreme care In fabricating, handling, eM1ippinA, Installing aM braclno. Refer Co and follow 19575 P the latest edition of BCSI (Building Component Safety Information, by TPI and WICA) for safety practices priori_ �. TC DL 10.0 PSF DATE 03/19/15 to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI .7BC DL 7.0 0 PSF DRW CAUSR71 75 1 5078077 ,4�1 O�� sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on �� f — LI411116I the Joint 0etells, unless noted otherwise. Refer to drawings 160A-z for standard pieta positions. BC LL Alpine, a division of ITN Building components croup Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG TSB/GWH drawing, any fan ure to bund the truss In conformance with ANSI/TPI 1, or for handling, shipping, REGON AN ITW COMPANY installation A bracing of trusses. .l TOT.LD. 42.0 PSF SEQN- 299160 ace . A seal on this drawing or cover page listing this droning, Indlcet.s acceptance of professional engineering 9�1\1.19/2015 ,Y9,194b Z. r..pu.lbllityit,soof elytee for the design elan. The suitability w use of this drawing for any structure is ell. OC 0----vi •N DUR.FAC. 1.15 FROM BB 8351 ROvana Circle responsibility of the Building Designer per Asu1 I see,], `{ Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" ALPINE:wwa.alpineitw,com; TPI:www.tpinst.org;NTCA: www.sbclndustry.com; ICC: www.iccsafe.org enJ REF- 1 VEX7 1 7 5Z 1 8 „t Rewal date&MM015 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - FG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.64 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 a 24" (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) OC. IC- From 72 plf at -1.50 to 72 plf at 5.91 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 36 plf at 5.91 to 36 plf at 10.09 TC- From 36 plf at 10.09 to 36 plf at 16.00 load applied per IRC-12 section 301.5. BC- From 4 plf at -1.50 to 4 plf at 0.00 Deflection meets 1/360 live and L/240 total load. Creep increase BC- From 7 plf at 0.00 to 7 plf at 16.00 TC- 550.00 lb Conc. Load at 5.83 factor for dead load is 2.00. BC- 56.12 lb Conc. Load at 2.00 BC- 58.06 lb Conc. Load at 4.00 No PLATE LATERAL CHORD BC- 154.85 lb Conc. Load at 6.03, 8.03,10.03,12.03 No SIZE SHIFT BITE 14.03 [ 6] W1.5X4 S 2.50 4X5= 4X5= iii Q 16 r 1 61 1 3-4-1 1 li in 0-4-10 11 / j p 0-4-10 1 _ _14 1.5X4[6] III 3X5= 4X5(A1) 4X5(A1)= 1-6-0-?..1 5-10-14 > 4-2-4 >I< 5-10-14 I- 5-10-14 -I- 4-2-4 .I_ 5-10-14 - -1 I< 16-0-0 Over 2 Supports R=1376 U=104 W=5,5" R=1083 U=99 PLT TYP, Wave Desigin.:!..tiiii;!;Iiiii: IRC2012/TPI-2007(STD) _ FT/RT=2%(0%)/4(0) 14,03. 0';:i.-'71:?: 4u ti F _ Truss Componests of Oregon 503)357-2118 ••WtNINGI+ D EOLLIJ ALL NOTES ON ntts ORP ING1 l OR/-/1/-/-/R/- Scale 4375"/Ft. 825 N 4th Ave,Comeltus O 97113 a°' ortrutr+ rtgtgtsetgg ro Au axrnAcraas IgcLWlgg t1m,� �° �C,1N F€ /OT LL25.0 PSFTrustes require.otreme rI £abritlll.q, shipping, Installing antl bracing,etyp to ane£P„aaREFthe lsseat =las ar BC5lcaiiR7173/ 35028_ fety let uatlon, by TPI ape arcaI fpr safety prat ces prier r 18575 PTC DL 1 0.0 PSFo panto rmi,g[lase Tunctionenswllprovitle<eegorar bracttop chortl°hall have properlataehetl eh9ethl y n9 Par aC31. Unities notetl otherwise, rigid calling, Locations shown ror tr a�button chord°hall have a Properly attarhSC '! ATE 03/19/78 sections 83, 07 or 810, a app permanent lateral o aecflif f webs hall h.ve braolns rosin lm Pee aCSI �- BC DL 7.0 PSF ��^ ' I �' the Joint Details, unlasssnotetliptble. Apply plates ca eeoh rate or tress tine poalcion as ehown a on :Cs CAUSR7175 1507807$ /'�7 ' V t herwise. Refer to tlrewings 18M-Z for tarMartl plate ppsitions, Alpine,a division of ITS Building Components Group Inc, ena11 not be r 0~1 9G 15 BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to bulitl the t s in conformance with ANSI/TPI 1, orpfor'handl log, shipv'etlon Prom this AN ITW COMRAiNY instal lotion.bracing or tru se , r°° PP g, OREGON •' .-- TOT $E ra.paalblll P.g.1l.ting rbl.dr.alllg, Irlal..r...pa.pryga.r Pref...lan.l.ngin..ri QN- 299092 cY.bl.Iy ror sir awlgn sh.wl. 71r atilt bl i icy end u.s or eh 1.araslror wry.Croatian Is ria 0 8351 Rama Cccle re.petaiblltry of tn.Building Deolgn np R r per ANSI/1PI 1 See.2. 0i.O w.NG DUR,FAC, 1.15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page ALPINE:raw.alpinelts,com;TPI: www.tPinst,org: NTCA: mma.sbcl,Mus'twry,cum;sob sib'Iccsafe.org K.' Renewal date 8190/2013 SPACING 24.0" JREF- 1 VEX7175Z 18 - (0315160——JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — F3) 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): Bot chord 2x4 DF-L #1&Bet.( ) 120 mph wind, 20.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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 Ioad 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. 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= PINIr 1.5X4- 1.5X41% T2 6 r--- �� 4,0s 4-4-10 V 0-4-10 4 '_ 3X7". I, 411 MI 0-4-10 -1-14 3X5(A1) 3X5(A1)_ I L-1-6-0--1 Ec 4-2-13 3-9-3 8-0-0 3...I 3-9-3 4-2-13 8-0-0 8-0-0 y{ ,I_ 8-0-0 J ` l 16-0-0 Over 2 Supports j R=814 U=36 W=5.5" RL=69/-74 R=683 U=23 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) ,..s0 PRO TrussConvonentsofOregon 503)357-2118 "WARNING!"READ FT/RT=2%(0%)/4(0) 14.03.0/ s '+�S� OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius o OR 97113 "IMPORTANT•• FURNISH THIN DRAWING TO ALL A NOTES ON IS° Q�{ fj • $Ca I eR7175- = Trusses require¢ Hing and THE INSTALLERS.Refer TC LL 25.0 PSF 5"/Ft the latest edition s e In fabricating,handling, shipping, Installing and bracing, Refer to and collo. 19575 P 41 ' of care Component safety Information. , ,P, REF 7 1 75- 35029 to performing these functions. Installers shall provide Y and'SCSI for Unless practices osier TO DL , top chord shall have properly attached structural sheathing temporary bo tom choingrd per SCSI. a aspr rated otherwise, 1 O 0 PSF DATE rigid ceiling. Locations shown for ^g and bottom Nord M11 have properly attached 03/19/15 A��N I s permanent,iteral restraint of fabs shall have bracing Installed per dol /1 BC DL torn 63. 87 ati own for e. Apply Patera to each feta of t and position as shown above and SI 7.0 PSF NI' the Joint Details,unless noted otherwise. Refer to drawings 160A-Z forastandard plate positions, '�19/2Q15 DRW CAUSR7175 15078079 1 Alpine, a division or ITN Building Components Group Inc, aha„ not be responsible for any deviation from this OREGON BC LL tlrawi ng. any failure co bund the truss In conformance with ANSI/TPI 1, or for handling, shipping, O.0 PSF AN ITwCCAAPANY ,natal lotion A braci�of trusses. mei CA-ENG TSB/GWH ~ ' A seal on this tlrwlay or cover 'sepeneibilley solely far n,.design listing thisuitability Illtllgstss aw this dr or professional tnteny.t engineering 1 0.20,19 ie TOT.LD. 42.0 PSF SEQN- 299090 rsepnr1al11 Pl The wltebl l ley.hd w of tlrwlnp for.,,structure is 1 a ie. 8351 RCv2tla Circle ty of ly fo Building esignnsh per A6VTpi 1 ility ` _ Segramento,CA 95828 For more information sae this Job's general no DUR.FAC. 1.15 FROM BB ALPINE: www,alpineitw.com: TPI: www,tpinst.org; NTCA:wfw.sbc,nduatr these web sites: y'`°"` 'rte' """""`amfa`rg R`enmwa1r1a1e8190J2015 SPACING 24.0" JREF- 1VEX7175Z18 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - F2) 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): Tot chord 2x4 DF-L #1&Bet.( ) 120 mph wind, 20.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC 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. Truss designed for unbalanced snow load based on P 25.00 factor for dead load is 2.00. Ce=1.10, CAT II & Pf=21.17 psf, 9= psf, Ct=1.10, 4X5= 1.5X4 1.5X4 4 T2 6 6 I 0° 4-4-10 I, 0-4-10 121/ __L. 3X7:==. 0-4--IO -1-14 3X5(A1) 3X5(A1) 1-c-1-6-00.1 .L 4-2-13 3-9-3 < 8-0-0 3-9-3 4-2-13 I. 8-0-0 8-0-0 ._I_ 8-0-0 16-0-0 Over 2 Supports R=813 U=36 W=5,5" RL=69/-74 R=684 U=22 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) O PRO Truss Components of Oregon (503)357-� FT/RT=2% 0% /4 0 FFS+ pon g 897113 118 "WARNING!" ( ) ( ) 14.03. : L}'fE Is'ty -/1/-25 - _ 825 N 4di Ave,Cornelius O •SAD"�Forte Noris ON nos oxAWINSI OR/ R/ Scale _ ••1RPORTAMT• FURNISH 71413 ORA/INO TO ALL CONTRACTORS INCLUDING.THE IMSTALLERS, 0 F� Trussesrey0Ire entreesn fabricating,hantlil TC LL .0 PSF the latest edition 0Cs1 care nR. shipping, Installng end bracing. Refer to and follow 19576 P REF 375"/Ft to es ng Component Safety Inforemtla,, by TPI and STCA) for safety practices prior — performing these functions. Installers shell provide top chord shell have properly attached structural temporary bracing pers OCS1. Unless notedotherwise, �e 35030 ed af Isla d shat have shown for sheathing and bottom chord hall have rly TC DL 10.0 PSF permanent lateral strain= f webs hall have bracingpInnssttalledtpar SCDATE 710 75 507 5 H�W��O A T., sections 03, 07 or 610,as applicable. Apply plates to each face of truss s "ea t /1 BC DL D ,O 1\ 'II the)alnt Details, nl acs rptad atJ.erwiea. Rafar to drawl and position a charm above and 7.0 PSF ' \VI I Alpine, a tllvislon of ^9s 180A'Z far standard plata paaltians, 19/ON RW CAU TSB/ 15078080 drawing. ITR 0ullh:.t Cony,manca croup Inc. shall t be ible rer OREGON BC LL 015 any failure to DUIId the truss In conformance with ANSI/TPI 1 foany shipping, frm this D.D PSF CA—ENG TSB/GWH AN ITW COMPANY Instal laupn A braaing or irwsaaa. orfor handling, shI — 4 f A Mel en this drawing polos, A ssel lnl this drawing r�;„�lingThe d rawing, D aiSAq.acceptance„professional engineering �iP O"• °� r TOT.LD. 42.0 PSF S351 Rovana Circle rasp.,lslbi I Icy of n:dui king Designer per MISVTPI 1 Sae and w°' this drowing f any structure I.the OLD,A,•��, SEQN- 299088 Sacramento,CA 95828 For more information see this Jobs general rotes '• ••�. OUR.FAC. 1.15 FROM BB I ALPINE: www,alpineltw.com; TPI:www,tpinst.org: NUG: www,sbcindusCy ase web sites:ccsafe.org Renewal dale 8f90f2013 "" SPACING 24.0" JREF— 1VEX7175218 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - Fl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUM TIED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #1&Bet.( ) 120 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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 X46I1.5X4--.5---- 6 I 4-4-10 6 0-5-6 ►' _ 3X5(61)= \ 0-410 3X7.----- —1— 18-1-13 L ___ 4-1-5 I_ 3-9-3 3X5(A1) 7-10-8 yI' 3-9-3 8-0-0- 4-2-13 I-717-10:::!;:17,,i::: 7-10-8 J` - ;I:(1]:;.;": ::::::(7:3:1,0 8 Over 2 Supports R=685 U=26 RL=59/-60 - R=686 U=26 W=5.5" :n-F];TYP, Wave Design Crit: IRC2012007(S7,51:5,7p:0;0i:s CoTYP.is oCOregou (503)357- 118 .. I I asFT/RT6)/4(014.03. :85 N 4th Ave,Comehus10: 13 ••IM°ORrlwi+• FlBlBlsx TxReis1D r�Tvu�i rBtEs WtNBt R/-/1/-/-/R/_ a I e -.5"/FtTrussesrequire..trematBB TME t� �` — In fabricating nasaog, snipping,the latest edition of ii (Bulltling Campo,ont Safety aroatiery CA)far fety pra°tices prior TC DL 25 0 PSF REF 175 35031 top hoard shall have properly ettaenatl , ,�� hBCS1. Unaeas ed herwiae, �19itl ilio°. oLocetlona shown for permanent lateral n8 �Dottmapm chord hall have properly attached tions 8s B7 810, s pplicac e. 1 latae ngalnt fo ba shaell hall bratf ens iO5Sd teed par BCSI �- I p PSF 03/19/15 A��)��II �; Lha Jaint Bata�ln, °mesa opted pth.rw�a�'P aafar to a ewin"';ems f inane nd poa,t�on ane.m bpYa ne BC DL 7.0 PSF -' I AIP Ise, a tlivlslon or ITW Bul idln p Ca z f°r tandard Plata pda�uana. O 1912015 DRW CAU$R7175 15078081 drawing, any rauura io build the Yruse��n�coofermance wlih�gg81/TPibt ospon'ibla fpr ins dev�aclon rrom Lola OREt30N BC LL AN ITW COMR4NY inaca,lauon,bras,,°ar irPaaea. nanel,rg, „,Pp,,,°, O.O PSF CA-ENG TSB/GWH v a A ssst as this drsml resPmislbl l lima.al.l"Q.a a°v,"a„° '.�:pro n:'��r«mri'i*,i�a'd ..P„th„v�a„ 1«i.t«»la»flro '��"en.ze,tee0 TOT.LD. 42.0 PSF SEQN- 299132 8351 RoVana Circle responsibility*item Building Bmmlprr per ANSIYTPI 1 See.b. MY str�otyre Is Ills O/ --....- Sacramento,CA 9$$28 For more information a this Jobs general notes DUR.FAC. 1 15 FROM BB ALPINE: .alPinel tw.cm; TPI: .LPinst,org;M`iCA: www Page end these web alias: axinauatrr°«.: ICC:www.iccsafa.org Renewd date B/BBM018 SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 20.54 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 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. 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 it & Pf=21.17 psf. 4X5 1,5X4 0� 1.5X4 6I I 4-4-10 0-5-6 ION 3X5(B1)= 0-4-10 18-1-1. 3X7= 3X5(A1) I` 4-1-5 3-9-3 7-10-8 al< 3-9-3 I— 8-0-0 4-2-13 7-10-8 8-0-0 15-10-8 Over 2 Supports R=685 U=26 RL=59/-60 R=685 U=26 PIT TYP, Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 14.03.k. CA OR/-/1/ _ .5"/Ft. Truss Coll 1„eats of Oregon (503)3574118 **WARNING!•+READ AND FOLLOW ALL MOTES GR nus DINNING! Scale e 825 N 411 Ave,Cornelius OR 97113 •+IwacrANr• NGisH THIS DRAWING TO ALL CONIRACIEWS,RDIIIDINS THE INSTALLERS TC LL 25,0 PSF Trusseg ragyire extreme r In fabricating, handling, shipping, installing and bracing. Refer t and follow •le=as=edition of ecsl(.`,lel REF R7175— 35032 to perform) n8 point Safety ie temporary by TPI and RSCAI for lerety ted other prior 19575 P. TC DL 15 ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 1 top chord shall have properly attached structural eheatM1ing and borrow chord shall have PSF rigid ceiling. Locations shown for a properly a[teehptl ' 1 DATE 717503/ 15 78 AP tion.B3. B7 B10, permanent lateral o restraint of webs shall have pos position Installed tl par 8 51 BC DL 7.0 PSF A II a tedAothla. Apply platen to winM1 rave of ftrussor and rd plate as shown ion obava and on �� DRW CAUSR7175 15078082 the Joint Details, unless noted otherwise. Refer to tlrawinga 160A-Z for sGMlartl plata ppsitions. Alpine, a division of ITR Building Components Group Inc, shell not be responsible for any deviation from this 0 '19/201 5 BC LL 0.0 0 PSF AN ITW COMPANY installatg. ion aabracing build the truss in conformance with ANSI/TPI ,, or for handling, shipping, OREGON CA-ENG TSB/GWH Anarl en this erasing or ewe...page listing this ar..ing, indicatesv TOT,LD, 42,0 PSF Q 299130 re•pmn•m11Wty'solely for the amigo shawl. Tin.aulttll I I and w of thisnof Prref any engineering Ofl.20,19� SEQN- Circle responsibility of the Building Designer per A/OI/iPl T sae s. M drawing Tor ally•enmtun i•elle O I For more information see this Job'spage and these web VOA DUR.FAC. 1.15 FROM BB ALPINE:www.alpineltw.com: TPI:www,tpinst.org. NBCA: w.nUcindsstry ICC sites: wew.lccsafe.org 3 f Renewal date 81S0@01S SPACING 24,0" JREF- 1VEX7175Z18 ev (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - SDG1) 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) Webs 2x4 DF-L Std/Stud(g) TC- From 36 plf at 0.00 to 36 plf at 7.88 Connectors ingreen lumber designedusing TC- From 36 plf at 7.88 to 36 plf at 15.88 (g) NDS/TPI reduction factors. BC- From 7 plf at 0.00 to 7 plf at 15.88 BC- 248.64 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 120 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 8.73,10.73,12.73,14.73 anywhere in roof, RISK CAT II, EXP B, wind IC 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X3 S 1.75 4X5= i X5613X5--% 3X5-..\-- 6 1 16 11 4-4-10 I/ . 1111111ili 111.1,... ,Eiwo 11 0-5-6 / ImmoII `_I' 0-4-10 18-1-14 _ 4X5(A1)=--=- 3X3[5] III 3X7= 3X5100 4X5(A1) f< 4-3-5 + 3-7-3 'I< 3-7-3 4-4-13 7-10-8 I 8-0-0 1 15-10-8 Over 2 Supports R=1364 U=183 R=1311 U=174 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave s - -• FT/RT=2%(O%)/4(0) 14.03.0 r 00 Scale .5"/Ft. _ Truss Components of Oregon (503(`)357-1118 wmWARNINGIe"READ Aro FOLLOW ALL NOTES ON THIS DRAWING! �= ' .1 OR/-/1/-/-/R/- _ 825 N 4th Ave,Cornelius OR 97113 "'I rANr" FURNISH THIS Win"TO ALL OCNMACMAS INCLUDING TRE INSTALLERS. 1►� �G'M��. •�pw TC LL 25.0 PSF REF R7175- 35033 — Trusses require,onezirene ra in fabricating. paroling, shipping, Inataliing entl braeing. Refer to antl Follow 'l, , the latest ng then of functions(6ulltling Component Providetemporarybracing per 6CSl. Unless noted otherwise. I 9P" 10.0 PSF DATE 03/19/15 top chord shell hove properly attached structural sheathing and bottom chord shall have a properly attached ,' rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed par SCSI BC DL 7.0 PSF ,4 11 `� to sections 63, 67 or 610, as applicable. Apply plates to each race of truss and position as shown above and on �� • DRW CAUSR7175 15078083 II LoJ I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 !19/2015 1 C I Alpine, a division of 17W Building Components Group Inc. shall not be responsible for any deviation from this G 5 BC LL 0.0 PSF CA-ENG TSB/GWH tlrewIng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Installation A bracing of trusses, • Aroseal K nliitl.dsolely a-seting 8 cover a..page listing 'meltability I l engineering '9R On.20,19� TOT.LD. 42.0 PSF SEQN- 299128 n0 rep. In.ad laM aoo ptwr df of professional 9m ty and use of this drawing T any atfuaturo I.the 8351 Rovana Circle responsibility of the miming Cosigner per ANSI/TPI 1 Sae.2. OLD IN' e N CUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: •i ALPINE:www.elpineltw.com; TPI:www.tpinst.org;WTCA www,sbcintluatry.coo. ICC;www.IcceaPe.org SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 +i Renewal date at30/201 S (031 5 1 60--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - IGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.92 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 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be braci r notched 1.5" deep X 3.5" Al 48" o/c along top edge. DO NOT OVERCUT. No r'9 equirements. 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. /A i 4. 9 [—Ai -I 9 5-10-10 0-4-10 h Y 0-4-10 Aidia x , 1 Will I �� _0_18-1-14 1 4 2X4(A1)es 2X4(A1) 111 ..I I.0,J I-- 7-4-0 ,I_ 7-4-0 -I I< 14-8-0 Over Continuous Support >I R=163 PLF U=13 PLF W=14-8-0 RL=13/-13 PLF Note: All Plates Are 1.5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) • D PROOIc PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.E S Truss Components of Oregon 503)357-2118 ••WMRNINGI••READ ND St OR/-/1/-/-/R/- Scale =.375"/Ft. _ 825 N 4th Ave,Cornelius OR 97113 "i r•• FURNISH THIS DINNINGLL7a ALL MDTES a"'"'s CRANING! ��9 �G IN F�mMigro�INCLUDING and nre INSTALLERS.efer ,Q TC LL 25.0 PSF REF R7103/19/15 Trusses require extremecare in RNISH handling. LLCON R installing DINGnd bracing.Refer to and follow 19576P the latest edition of BCS! Building Component Safety Information, by TPI end MICA) for safety practices i I TC DL 35034 Alhb to performing these functions. installers shall provide temporarybracing prior 10.0 PSF DATE top chord lsha n Locationsproperlyattachedstructural sheaths shall Unless noted otherwise, rpt and button chord hall have a properly attached rigid sections 8797 or BIO, asfor permanent lateral restraint of webs shall have bracing installed per BCSI �� : BC DL 7.0 PSF AL ��A ,I applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7775 15078084 II— '\VI I the Joln!Befalls, BID, noted cool rl9e. Rerar to tlrawi ga ate of for s and position plate posltlonE. 0' 19/2015/ Alpine, a divislur of ITN Building truss nepte croup Inc.Mall nob be ror forible fir ave tlppiatlon from this OREGON BC LL 0.0 PSF CA-ENG TSB/GWH Brewing, any a,blurs to build the t s in conformance with ANSI/TPI 1, or for handling, shipping. AN ITW COMR4NY Imetal av an a bracing of trusses. rpe ' ",e sal on s1hale solely the clover Ba listing this , "'Ni 1n01a't'*aeeept+�..+professional engineeriat ng ��w/�M•20 19�-`�j�� TOT,LD, 42.0 PSF SEAN- 299144 rwepeealblll of nw Building Dui b end w M qIm drawing for arq structure Ie the •O�O •�V asst Room a Circle responsibility dg a.f par AMsvm1 a i l sty DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these ALPINE, sew.alpineltw.com; TPI:wew.tpinst.org,WTCA: www.sbcindu ry,coe ICC:sites:iccsafe.org Renewaidote 6/90120'15 sSPACING 24.0" JREF- 1VEX7175Z18 - (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — I) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. 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) 9I I9 5-10-10 V 0-4-10 �� 9 hilillhh„�� 0-4-10 18-1- 1.5X4111 q 2X4(A1)= 2X4(A1) 1.c 1' >1 l<1 }1 7-4-0 �.i.c 7-4-0 3-1 L— 7-4-0 —I— 7-4-0 J I14-8-0 Over 2 Supports R=733 U=21 W=5.5" R=733 U=21 W=5.5" RL=123/-123 Design Crit: IRC2012/TPI-2007(STD) O PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.► v. FSS, OR/-/1/-/-/R/- Scale =.4375"/Ft. _ Truss Components of Oregon (503)357-2118 ae111ARNINGiae READ AND FOLLOW ALL wrrES an TRIS warm 9 INF TC LL 825 N 4th Ave,Cornelius OR 97113 saHPORTNIP• FURNISH MIS OWNING To All CONTRACTORS II/MUD N3 THE INSTALLERS, l.7` l'�C' F� �y 25.0 PSF REF R7175— 35035 _ Trusses require extremecarein fabricating, handling, shipping, Installing end bracing. Refer to and follow - 19575 P the latest edition of SI gilding Component Safety Information, by TPI end WTCA)for safety practices prior �, TC DL 1 0.0 PSF DATE Aillh to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 03/19/15 top chord shall nava properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI i� r BC DL 7.0 PSF DRW CAUSR7175 15078085 ,4��`� 1 sections S3, g7 or S10, as applicable. Apply plates to each face of truss and position as shown above and on J I t:::—..::::::' he Jalnt 0etaiha, unheaa noted otherwise. Refer to drawings,BOA-z far standard plate positions. 0 '1 9/2015 1 Alpina tllvlainn oP ITR Builtlirp Componen.Group Inc. shall t ba responsible fpr any devleYlon frac this OREGON BC LL 0.0 PSF CA—ENG TSB/GWH tlrawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. v to A awl an Nis drawing,er ewer me listing this drs.ing, Indicat.s accept llw of professional engineering arA)on.0,12 N� TOT.LD. 42.0 PSF SEQN— 299141 rwpwwlbl l icy solely Ter the design showwee . The ltl)lty end use of this drawing for any structure is the 8351 Rovana Chic respoheloiilty of the Building De.igwr per ANSI/IPI t Sec.2. DUN.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Jobs general nares page and these web sites: ALPINE: ww.alpineitw,com:TPI: wwa.tpinst.org; RTCA:www,sbcirdustry,com; ICC:ww,lccsafe,org Renewal data 61SOI201B SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 In (0315160--.JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - IG) Top chord 2x4 DF-L #2(g) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF #2 Websr2x4 DF-L Std/Stud(g) Special loads TC- (Lumberrom75plf0.00 toate75uplfaat-17..33 BC- From Connectors in green lumber (g) designed using NDS/TPI reduction factors. 75 plf at 7.33to 4 plf at 14.67 14 plf at 0.003 BC- From to 1 14 plf at 2,33 120 mph wind, 21.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 2.33 to 7 plf at 12.33 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 12.33 to 14 plf at 14.67 anyw a psf. BC- 284.21lb Conc. Load at 2.33,12.33 ywe BC- 358.87 lb Conc. Load at 4.33, 6.33, 8.33,10.33 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. applied per IRC-12 section 301.5. Deflection meets live and L/240 total load. Creep increase 4X5(R) factor for dead loadad is 2.00. 3X52 3X5 9 1 A•ill -1 9 5-10-10 .41 0-4-10 III in 11.1.111 5X (A )_ 3X5111 4X8= 3X5 in ' 0- 0 18-1-14 LL 5X5 Al 7-4-0 3-4-8 3-11-8 7-4-0 14-8-0 Over 2 Supports R=1620 W=5.5" ^ R=1620 W=5.5" PLT TYP. Wave Design Crit: 1RC2012/TPI-2007(STD) Truss Co antsofOregon 503)357- 118 FT/RT=2% 0%)/4 0) 14.03,p,L •s PROp�S 825 N 4th Ave,Comehus OB 97113 ••I/ARIIINGI••READ mo Fawn ALL NOTES ON THIS �.►�v�'� 0 1/ ••IBpGRrivor• FINIIs'nes BINNING TO ALL OWING! - Trusses require a in fabricating, pping, Inst lling and THE INSTRefer rh% - - - - the latest edition extreme frSSI(Build) G•handling, shipping, installig and bracing. /L�� Fp TC LL/ 25.R0 R7 - 35036 / Scale 4375"/Ft to performing these functions. at Component Safety Information, by TPIiand wrCS) forsafety to and follow 19575 P / /011111 `heop chord shall have )ached shell provide ln ng temporary bracing per SCSI, Unless les prly practicesprior properly attached structural sheathing and bottom chord shall have noted Id' section. ceiling. Location shewn for permanent lateral restraintproperly TC DL 10.0 PSF r� REF 175 �rr�1�A ,t� ion.B9, B7 S10, as spoil bl , eachface of websshallheves bracing Installed a.SI on ' IILI`r--JJI '`V,IILrL`-�-� fl,e lel nt patalio unlagy no Apply Plates to each of trussI �- DATE 03/19/15 tad riherwiae. N.fer tlrawl ge,TOA_Z far t; position asshown BC DL 7.0 PSF Ai ITw Bul�di^GN°•wonanca grdt-I. ,hall p°81t1ons' O 19/201$ DRW CAUSR7175 15078086 P e tlivlslon oP AN mW QOM drawing, any failure to build he In conformance with ANSI/TPI 1, or bin for any shipping. on Prdp this /1 R4NY Installation[,bracing of trusses, or for handling. � OBELION BC LL D.0 PSF ng, shiPPln9. ow an thIB dbracing or drys..pogo listing this drawing, indicates i ..wow lbs llty drawly for the awl fI s3$I R0v80a CBcie fespanslblllty of the Building 9e...pe The suitability laity old d..of A/ro T'ad1O^al vM11nNrIlIG n ��.20 is H �f TOT.LD. 42.0 PSF SEQN- 299147 SBCf&I1dtlA,CA 9$s28 eB DNlgnoh per AThe suI 1 i l ity a^y stn.-tura Is the (C ,. For more information see this Job's general notes page and these websites, 111 DUR.FAC. 1 1 5 ALPINE: .elpinaltw,com; TPI: .tpl,ret.erg;MICA; FROM BB .sbcindustry.com: ICC: ,Iccsafe.org Ranawaldeta 9/90120.15 SPACING 24.0" (0315160--JT ROTH CONSTRUCTION -Medallion Medals lot 4 -- VERIFY VERIFY, OR - SDG3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x6 DFHF #2 120 mph wind, 20.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC OL=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) TC- From 75 plf at -1.00 to 75 psf at 5.29 TC- From 37 plf at 5.29 to 37 plf at 8.54 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 75 plf at 8.54 to 75 plf at 14.83 load applied per IRC-12 section 301.5. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 7 plf plf at 0.00 to 7 plf at 13.83 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 550.00 lbSConc.at 13.83 Load at to 5.27,58.56 f t 14.83 4X51-71 factor for dead load is 2.00. BC- 110.81 lb Conc. Load at 2.00,11.83 4X5 BC- 118.67 lb Conc. Load at 4.00, 9.83 BC- 323.08 lb Conc. Load at 6.00, 7.83 111 19 91 4-4-4 k Ilk 111 IIIIIIMIIIIIIIIIIIhhh.. 0-4-10 4 0-4-10 1-1 3X5111 3X5= 4 -�� 5X5(A1) 5X5(Al)ME 5_3_8 l< 1' >1 3-3-0 > 5-3-8 I— 5-3-8 ,1_ 3-3-0 H ,I� 5-3-8 J 13-10-0 Over 2 Supports R=1689 U=126 W=5.5" R=1689 U=126 W=5.5" PLT TYP. WavIn° Design Crit: 1RC2012/TPI-2007(STD) *0 PRpPF PLT . WfOr503)357-1118 ca l l„ FT/RT=2%(096)/4(0) 14.03,�j fb :5:: S,S, 825 N 4th Ave,Cont151814 97113 ••IIPORMMr•• aNsilsx TxH ORMING TO MotEs m TNis owvlxBl �y OR/-/1/-/-/R/_ Sca I e 5"Trussesrequire entrees rin fabriatinghandl) dog's"° ing, Rfee thelatestedition of SCSI(Solidi "I orationinstalling end bracing. Rt p t aceFollow1957 '�' TCLL 25.0 PSFto performsst Copo,ishSafety Inforation, by TPI.pe MRCSIforaafetREFR7103/ng those}u,i°tiona. =rmtallsr'shll psrovitle temPorerYbrats rot ract`ces Priortop c Ertlshall hew properslY et acheducWral hes assn n9 Per BrSI. Unless etl o herwlse. �rgid sag. Locetibnh hewn fo g bottom tshel shall brae TCDL 10.0PSFDATE 19/157 tett ions B3, permanentfate rel r train oP tabs atoll havebracts Properl attached /�IB, 8,8. a Cplicabie. lylates t°eacface oftrue s Poe don BCDLI e °Intecalia, lase m eherwla. Ner o drawingsaeon-zFor staantlw.rpe Pixiea mhown abd e w 019157.OPSFlp sitiona. CACAUSR7175150787OREN BC LL AN ITW COMR4NY inetollation a brach°oP tr,,,ea. I>s, shipping, 0.0 PSF CA—ENG TSB/GWH +, A' a ri thIIs wiwlymro ae l peg.IletIng tills A1r eli°it n dr' i:" .°�i wb loo.) .,glh...lbo �4 �•20,19 L~ TOT.LD. QN- 299101 8351 Rovana Circle '�eamielri or ibm Bellamy Bai m mby nr,=eufm Im ti. Nv 42.0 PSF $E Sacramento,CA 95828 Ty °"aP psfµe owl T iIlty C V W mare intonation sea this Job's General set OUR.FAC, i.15 FROM BB REPINE: .elpineitw.cow' TPI: www.tpinst.org:MRCP; ,sbclnN,st,was®' sites: i Y•tom; ICC:www.iccaefa.org Rana„B anasrsono�s SPACING 24.0" JREF— 1VEX7175Z18 (031516O--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — SD3) THIS DM0 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 20.58 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. 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(R) III 4X5(R) IH Pining dm mh � 9 � I 11 9 I I 5-2-9 0-4-10 ma i 1 ILMI 0-4-1018-1-14 1 1.5X4111 1 2X4(A1)= 1.5X4 III 2X4(A1) �1 ' >J I` 6-5-4 +11"8H 6-5-4 6-5-4 0-11-8 6-5-4 Inc 13-10-0 Over 2 Supports R=696 U=18 W=5.5" RL=110/-110 R=696 U=18 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) 1610 PROF FT/RT=2%(0%)/4(0) 14.03.oj, mori�j�`s@- OR/-/1/-/-/R/- Scale =.4375"/Ft. _ TmssCo n.nenuofOregon (503)357-!118 ••iARNlN61••READ AND rBLLar ut ROTES oN THIS tNBwINBt �y 825 N 4 i Ave,Cornelius OR 97113 ”HAPORTANT•• tuNISN nus owwtsg TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `/:S CJ /c \ TC LL 25.0 PSF REF R7175- 35038 Trusses require extreme care in fabricating, handling, Shipping, installing and brad l 19575 P the latest edition of BCSI (Buildingbracing.Nevar to and follow toperforming Installers Safety Information, by TPI and WTCA>for safety practices prior TC DL sham(properly. Iached ars Shall provide temporary bracing per SCSI. Unless noted attachede, 1 0 0 PSF igillb tapshard anal)neva properly attached structural sheathing a bottom third.M1.II have DATE 03/19/15 rigid telling. Locations shown for a properly attached /- sections B3. BT or 010, asapp Permanent lateral restraint of webs shall name biasing Installed per no BC DL 7.0 PSF ,4��Ql�NIT: I applicable. Apply plates to each face of truss and position as show above and on 0 19/2015 DRW CAUSR7175 15078088 J '\VI � tM1e Joint gete�ls, unless rptetl otnerwl a6, Ra Par to tlrawlrga,Bgq-Z Por a[eMfertl plata ppgit,ons, I Alpiwe, a mvla mn ar,.- Bt t component.group Inc, .hall not ba re.pon.ible far OREGON BC LL 0.0 PSF CA-ENG TSB/GWH drawirp, any Pailure co bails cM1e uusa in conformance with ANSI/TPI ,• or for handling, deviation Prom Chia v AN ITWCOMPANY instanation A braceng cr trusses, ng• shipping. A gaol en this drawing or.peer page listing this drawing, indicant. 9jQ V°°•20.19�� TOT.LD. 42.0 PSF SEQN- 299103 r.apwbiNl I Icy abl.Iy ver the design elaeml, The.ulteblI Icy and use of this dial gfA*professional engineering I s 8351 Rovana Cude respensiollley of the sanding Designer per ANBI/Tpt 1 Sees. Pg arty structure is the 0�D vv. DUR.FAC. 1.15 FROM BB sarrndo,cA9ssza For more Information sea tM1.s job's general these web site.: Renewaldate850/2018 SPACING 24.0" JREF- 1V EX7175Z18ALPINE:www.alPlnal ; TPI: lst.artym:wwwsb y•aam: ICC, aaaaPe.argy (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - H) 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 MFRS 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)4' I9 9 I 5-6-14 V 0-4-10 m d 9 0-4-10 4. 18-1-14 / 1.5X4 III q 2X4(A1)= 2X4(A7) 6-11-0 >I. 6-11-0 I. 6-11-0 6-11-0 J Ec 13-10-0 Over 2 Supports R=696 U=19 W=5.5" R=696 U=19 W=5.5" RL=117/-117 Design Crit: IRC2012/TPI-2007(STD) ED PROF PLT TYP. Wave Ft F FT/RT=2%(0%)/4(0) 14.03.0 } �0 S'tS Scale =.4375"/Ft. — Truss C nentsofOregon 503)357-2118 '�WARNINGI'•READ NO FOLLOW Au.WOTEs on THIS DRAWING! V/ .I f /� OR/-/1/-/-/R/- 825 N Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. v 19575 P �� y TC LL 25.0 PSF REF R7175- 35039 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 prior r{ TC DL 1 0.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherri sa. '' 03/19/15 top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached //" rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing installed per SCSI �- BC DL 7.0 0 PSF IAII6 ,4�1 Q`� 1 sections 83, B]or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0 19/2015 DRW CAUSR7175 15078089 L J I the Joint Detells, unless Mtetl o<herwlse. Refer to drawl ngs 180A-Z for atarxlartl plate post tl s. Alpine, a ylfailur of ITN Bulltling Components group Inc. shall ndt be responsible for any dpping,on from this ^ OREGON BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Y• AN ITN COMPANY installation A bracing of trusses. A ewl on thou drwlV°n.20,19� hs r A.e.iemoat pap.listing ule drwleg ledlwt...a.e,r,„,.of profwelollel engineering 1741044/.20,0044 OC D ,0.�f�,' TOT.LD. 42.0 PSF SEAN- 299105 responsibility solei for the designsheen. The suitability and sow of till.drawing Ter any'structure is the 8351 RovaI1a Circle responsibility or the Building Designer par AWBI/Tpi 1 Sed.z. DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 for more inferwtion see this Jobs gen.rel notes peg.end these web cites: ALPINE: ww.alpineitw.dw; TF1:wwa.tpinst.org:WTCA: rww.ahcindustry.com; ICC: a.iccsafe.org Re•ewaldatesrsono1s SPACING 24.0" JREF- 1 VEX71 75Z1 8 1 e (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - HG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L #1&Bet.(g): - Bot chord 2x6 HF SSSpecial loads Webs 2x4 DF-L Std/Stud(g) (Lumber Dur.Fac.=1,15 / Plate Dur,Fac.=1.15) TC- From 75 lf at 0.00 to 75 lf at 6.92 TC- From 75 plf at 6.92 to 75 plf at 14.83 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 7 plf at 0.00 to 7 plf at 9.83 3 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 9.83 to 14 plf at 13.83 BC- DL-=4any4.12re psfn roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 0824ICCon .Load at lf at 13.83 t1.83,o 53P83,lf a5.83,t 87.83 BC- 1082.70 lb Conc. Load at 9.83 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase 6X8= factor for dead load is 2.00. /\ Ng 91 ) 1111 I9 T2 5-6-14 If AOP 0-4-10 b 4X12/// , IIN 0-4-10 18-1-14 r _ 4X8(B3).- H0312$ 5X7(B7R) L1' 6-11-0 _I_ 4-0-11 1` 5-8-11 i_6-11-0 4-0-11 6-11-0 6-11-0 l 13-10-0 Over 2 Supports R=2663 U=148 W=5.5" R=2396 U=166 W=5.5" PLT TYP. 20 Gauge HS,Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 14.03. ' PR eir� Truss Components of Oregon (503))357-2118 ••WIIBIINGI•• ��. is OR/ 825 N 4dt Ave,Cornelius OR 971130°AM/FOLLOW Au NOTES ON THIS awlNgl �` G I NF gi —/1/—/—/R/— =.4375"/Ft. ••I�ORTANT•• MINIM THIS C= ING m ALL Scale e Trusses require e r INCLUDING and 7K bracing.INSRefer a �� Oy TC LL the latest edition extreme in(Building Component handling,Information, shipping, installing and sty to and folio. 25.0 PSF Safety Information, byTPI19575 P REF R7175-0 9/1 50 to performing these functions, installers shall provide temporary bracing and MBCSI for practicessesscnois, , 9 , .111 top chord shall have properly attached structural sheathingand chord per all Unless otherwise, ' i T DL rigidtceiling. Locations shown for bottomshall shall have a properlyId per 0 0 PSF DATE .4�� I ions 83, B7 B10, as permanent pieces) restraint facer of webs have bracing Installed eea dCon BC DL 15078090 1! 3 19/15 ped others Applylatex toand rd plate assheen above and on �- % 7.0 PSF W I i the Joint Details, unless noted theMiae. Refer to drawings 160A-Z trussta,derd plata positions. DRIB CAUSR7175 I Alpine, a division of ITS Building Components croup Inc. shall not he responsible for amy deviation from this 0"19/2015 BC LL tlnst ll any breni go fui u she t s In conformance with AN51/TPI ,,or for handling, shlpPing, OREGON 0.0 PSF CA—ENG TSB/GWH AN ITW COMPANY installation&basting of tresses. res e• • A sail en this drawing or corer peps listing this drwl rbponsibillty solely for the design ahem. 7h•suitability indicates w of acceptancehis w professional structure t ��V.+n.29,19 1 TOT.LD. 42.0 PSF SEQN— 299110 8351 Rovana Circle r•apsslDillty of the Building Designer per AMSt/ipl 1 s•a.z, ro ren any•trl�tere,•the O V Sacrarnento,CA 95828 For more Informations general_ CD 1N a N DUR.FAC, 1.15 FROM BB ALPINE: .alpinneltw.com;TPI:vwwt.tpinsot.arg;MA, utas page and these web sues: II . bci ndus<ry.com; ICC: .,ecsafe.org Renewal date BlsO/2015 SPACING 24.0" JREF- 1VEX7175Z18 (031516O--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — LGE) 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 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. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets 1/360 live and L/240 total load. Creep increase factor Provide lateral wind bracing per wind requirreCreinforcementgate70%i of theer for dead load is 2.00. engineer of record. 2X3 studs Truss spaced at 24.0" OC designed to support 1-6-0 top chord length tabulated for 2X4 studs of the same grade. outlookers.Cladding load shall not exceed 5.00 PSF. Top chord Truss designed for unbalanced snow load based on Pg=25.00 psf, may be notched 1.5" deep x 3.5" wide @ 24" oc along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within Ct=1.10, Ce=1,10, CAT II & Pf=21.17 psf. 12" of notches. Do not notch in plates, overhang or heel panel. (S) 2x4 x 6-0-0 DF-L #1 SCAB Attach scab to face of chord 1-1/2" below top edge with 10d box(0.128"x3.00")nails @ 4" OC. 4X5= (s) ... 1W:A%'O. --- X11\0 h (s) '♦♦♦♦♦'♦��! Wl �iM\'\`r�\ —� 4 2-7-8 �� nn nn n 0-34 15 - ' U LJ 0I LI \\'``1`� 6 --------..„ 0-3-15 .*/..9,0-0 q 3X5(A1) 3X5('1) 6-10-12 >1-, -10-12 6-10-12 6-10-12 13-9-8 Over 2 Supports R=822 U=77 W=5.5" RL=43/-43 R=822 U=77 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. � S PLT TYP. Wave ,.�Design Crit: IRC2012/TPI-2007(STD) • PRS FT/RT=2%(0%)/4(0) 14.03.►/ ,� �Fm OR/-/1/-/-/R/- Scale =.5"/Ft. NA Truss Components of Oregon (503)357- 118 •• RMIMGI••READ AIM FOLLOW ALL NOTES ON THIS CRANIUM 1 825 N 4�Ave,Cornelius OR 97113 **Ir�IrANT' FURNISH THIS WANING m ALL INCLUDING INSTALLERS. �/ 0131 G E'i.- Qi TC LL 25.0 PSF Trusses require extreme re in fabricating, handling, shipping, Installing d bracing. Refer to and follow Jlr� REF R7175- 3504 1 _ De latest edition of SCSI(Building Component Safety Information,by TPI and and for safety19675 P performing these function. Installers shall provide temporary bracing practices prior 9' TC D1 top chord shall have Y per SCSI. Unless noted otherwise, �, 10.0 PSF DATE properly attached structural sheathing and porton chord shall M1eve a properly attecM1ad 03/19/15 rigid ceiling. Locations shown for (((��l (I idose B3, BT or Locations asapp permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF A LiFj l N I, the joint Details, unlessroted applicable. Apply plates to each face of truss and rdpositionplate as shown above and m /� % DRW CAUSR7175 15078091 ILI' otherwise. Refer to drawings 1BM-z for standard plata positions. 0 19/20 IS Alpine. a division of ITE Building Components Croup Inc, shall t be rssppnible for any deviation from this BC LL 0.0 D PSF Drawing, any failure to build the truss in conformance with ANSI/7P' 1. or for handling. shipping, OREGON CA-ENG TSB/GWH AN ITW COMPANY installation&bracing or trusses. 'r . A seed on this droving er cover pegs listing this drawing, Indicates acceptance of pfersplansl anglws.ring 9,Q V+n.20,19 `� TOT.LD. 42.0 PSF SEAN- 299169 reapaalbi l ltd solely for the design amour. The suitabi d ity and use or this dreving for any structure Is the ` 835(Rosana Circle rw.pemability of the 6011d_ng assigner par ANSI/IPI T Sem.2. OC D W. 1.15 general ALPINE.we.alpinitw.com; TPI: ww.tpinst.org; www,sbalndust these web sites: 1 `°"` '� "Cea.e.°ng NenewaldeleBsonots SPACING 24.0" JREF- 1VEX7175Z18 (031 5160--JT ROTH CONSTRUCTION —Medal I fon Medws lot 4 -- VERIFY VERIFY, OR — L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 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 #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 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. 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(R1)of /'W►, 4 41 2-7-8 V 0-3-15If I MB [ rag 0-3-15 +Vq 0-0 2 4(A1)= 1.5X4 Ill 1 2X4(A1) Lc 1 ' >J 6-10-12 + 6-10-12 L 6-10-12 ,j_ 6-10-12 _ �' 13-9-8 Over 2 Supports R=673 W=5.5" RL=38/-38 R=673 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) _ _ • Truss entsofOregon 503357-2118 eetARNlNeleeREADNOFOLLOWAFU_T ONTM%(O%)N/4(0) 14.03.!C '+��_ F� OR/-/1/-/-/R/- (( ) Scale =.5"/Ft. 825 N 4 Ave,Cornelius 012 47113 ealiOIETANTee FURNISH MIs DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �•9 OG I NF tit. TC LL 25.0 PSF Trusses require extrema r in fabricating, handling, shipping, Installing and bracing. Refer to and follow �� the latent edition of BCsI<�.;Idln REF R7175— 35042 toe component Safety Ie teerptlon, by TPI and WTCA)CSI for seas noted practices prior, 18575 P _ performing these functions. Installers shall provide temporary bracing per BCSI. Unless otherwise, TC DL tap chord shall have properly attached structural sheathing and bottom chord shall have11, 1 0 0 PSF rigid ceiling. Locations snows for a properly attached le ' DATE 03/19/15 ions 83, 87 810, e. Apply latest restraint of webs shall have bracing shown per SCSI BC DL 7.0 PSF A O i as applicable. Apply plates to each face of truss and position as earns am a and on /- i DRW CAUSR7175 15078092 �� II the Joint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. —� f dAstalpine, a division off ITN Building C gooenta Droup Inc. shall t be responsible for any deviationfrom this 0 '19/2015 BC LL 0.0 PSF CA—ENG TSB/G11+1AN IT'W COMPANY inl lath .1;r Ana 'ul Idsthe truss In confnoormance with ANSI/TPI 1, or for handling, shipping, OREGON Awe! en t Cy*wring cover rapp.•listing this dPa.In5, Indle.t..aeape.,a.Of vfef..+lmbel la..fl v �' TOT.LD. 42.0 PSF y design shown. The aulbWlilty and use of this drawl g 9R en.20,led" SEQN- 299164 ' 8351 Rovana Circle responsibility of ahs Building Designer per NBI/TPI I Sec.3. 'g any a=Tartan.I.ur Sacramento,CA 95828 For more Information eft W,N DUN.FAC. 1.15 _ FROM BB sae this Job's general rotes page and mase set sites; ALPINE: .alpineltw.coe; TP1:www.tpinst,org;WTCA;www,sbcindustry cam; ICC:wwr,iecsafe.org Re..wriYeeini lis SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Meda 11 ion Medws lot 4 -- VERIFY VERIFY, OR - L1) TRIS ' 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 #1&Bet.(g) anywhere in roof, RISK CAT !I, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) 01=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 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(R1)4' A -1 4 4 1- 2-7-8 0-6-7 _ 0-3-15 cp 9-0-0 1.5X4111 3X5(B2) 2X4(A1) t< 1 ' 6-3-4 >� G-10-12 (, 6-3-4 6-10-12 (� 13-2-0 Over 2 Supports J R=579 W=5.5" RL=33/-32 R=657 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) DIVAINGI Tmss nentsofOregon (503)357-1118 •° ARNIWI4.READANOHu ALL g«TM%( ) 4(0) 14.03.!` +t �l`� OR/_/1/-/-/R/- Scale =.5"/Ft. 825 N 4 Ave,Cornelius Ci�97113 ••11i0R NIP. FURNISH THIS DIMINS TO Au CONTRAeroRS INCLUDING THE INnAu.ERS, ,fe �G 114E-4- /O, TC LL Trusses require eotraw a In fabricating, handling, shipping, installing and bracing.Refer to and follow 1✓ � the latest edition of SCSI(arils, 25.0 PSF REF R7175— 35043 tong componwuit s.racy Information. by TPI and RICA) for safety practices polar 18575 P performing these functions. Installers shall provide cn/ 1 0.0 PSF DATE top chrd shall have properly temporary bracingmchord per SCSI.il ,aeps noted attacwiae, TC DL 03/19/15 rigid ceiling. Locations a1for ttecnetl structural sheathing and bottom snail haveproperly attached ' tions B3, a7 or a10, a app Permanent lateral restraint of webs shall have bracing installed per SI ,-. ! BC DL 7 .4�� )�A ,I TM s otherwise. Apply platen to nn race or tors and preplan as shown,true 0 PSF DRW CAUSR7175 15078093 �) `Vi f the Joint patella, unless noted cMnwisa. Refer to drawings 160A-z for truss plate positions, 1 Alpine. a division of ITN Building Components group Inc, shall not be r 0 19/2015 BC LL AN frw COMPANYdrawing. any failure to build the truss in conformance with ANSI/7P' 1, orPfor'M,eidl�nge"y„,�v�etlm from ince 0.0 PSF CA—ENG TSB/GWH i natellation.bracing of trusses. shipping, OREGON ti "A seal n111le divining or thease` "n a ng hole drawing, indicates e<Prel�.NNldn.l.e,lb..nl �1 `r TOT.LD. 42.0 PSF 8351 Rovena Circle na.pens 1.111 .r she Building awl *ar and use of uls drawing for ply structure I.v. �� •A•20,10_ (a SEAN- 2991 72 h nY g er per ANSI/Tb 1 Sne.R. OC DUR.FAC. 1.1 5 Saawnent0,CA 95828 For more Information see this job's general m + W FROM BB ALPINE:www.alpineltw.com; TPI:ww.tpinst.org:NTCA: w w.sbcigodo,t thea web sites: r ry•cdm: ICC: ccsefa.org SPACING 24.0" JREF- 1VEX7175Z18 Renewal date 8130/2013 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - SDG2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x6 HF #2 120 mph wind, 20.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC 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 75 plf at -1.00 to 75 plf at 5.29 TC- From 75 plf at 5.29 to 75 plf at 7.54 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 75 plf at 7.54 to 75 plf at 13.83 load applied per IRC-12 section 301.5. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 7 plf at 0.00 to 7 plf at 12.83 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 5 plf at 12.83 to 5 plf at 13.83 factor for dead load is 2.00. TC- 550.00 lb Conc. Load at 5.27, 7.56 4X5---s 4X5= BC- 110.81 lb Conc. Load at 2.00,10.83 BC- 118.67 lb Conc. Load at 4.00, 8.83 BC- 323.08 lb Conc. Load at 6.00, 6.83 •:, MI JT PLATE LATERAL CHORD No SIZE SHIFT BITE 9 [ 6] W3X3 S 1.75 9 I 4-4-4 6 hllhllIlhh_ 0-4-10111 imm q `� II 4 3X3[6] In 0 10 18-1-14V 5X5(A1)= 3X5= 5X5(A1) tc 5-3-8 1' 2-3-0 =I< 5-3-8 5-3-8 2-3-0 5-3-8 12-10-0 Over 2 Supports R=1709 U=128 W=5.5" R=1709 U=128 W=5,5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon (503)357-�I18 ...WARNING'..Rua� FT/RT=2°16(096)/4(0) 14.03.0 -N-1 A$ 825 N 4th Ave,Cornelius OR 97113 S10ALL NOTES ON IS WOING ( ISS ORLL/1/_25 ••IMaORrAN••• PN,MI&1,ITIS swam FOLLOW ALL GIw1NNCT*T INCLIAI DRAWING'6 THE IMBTu.rx. �� oG 1 Nt / O/ - Truases rataolre e n fabricating, handling, F /0 TC the latest titian of`SCSI(9u1 ldi n9, shipping, installing end bracing.Refer to and follow 4 PSF REF Scale 5"/Ft fa nB rihetilcnt Safety I, shipGlon, by TPI ntl wrcA) for P.t 19575p R7175- •�copto performing thaw functions. Instal lets snail pshe to ng end bo bract perly attar PriIT Ertl shall have unctins attached s rctvrl abves ng Pas SCI. Unalese tetl therm sTCDL10,0PSFnrgid Iling. Locations heen fon ` tr anbatcshel hall have property g per SCIDATE03/19/154 ions B3, B]o B,n. a e Apply plates lal nt Pbs shall have biotins hownlabove andaPPlieable. seen fate of t antl par BCBCDL7.0PSF.4 I(�� I tins�olntnatal la, atlasesGaa the of>a. Rafar to ewi a >ntionas DRW CAUSR71751507941J Alp lob, aetail . ofITN sgs,BOA-2 Pr standard platepostions.tlAlpineBulltl ing Componen s Groep w. anal)netbera>Pon>�blePon 0 19/2015BC LL 0.OonCO a,e n In tanfaamnca ith ANSI/TPI , Perh.ntlling'";h`Iav�aGionora.chPSF CA-ENG TSB/GWIi g aP tr, he pp ne, OREGON • AtsrpeS.blhale ed. ly�fma tlfi dw I.I Stilng hale deeetag, lw/aet.N�ee pte„p.„w,fea.lenal eeglne.flro0740' ' `� TOT,LD, 42.0 PSF 8351 Revels Circle twep.trlel l Its of w eel leleg be.Igwn'pet AMBI/SPI,5.5.2. "...m ala afeNlnN oaf sty eePNaott.1.cl. �� /�•P0,19�_y(.G SE4N- 299094 $sQatlenfo,CA 955)5 For mora Interaction sac this ob's O` DUR .15 FROM BB ALPINE:wwr.alpinaitw.com; TPI: 9eneraiwtes page antl these web ales: www.tpinst.org; NTCA: .abtpqustry.ce.; ICC: .iccsafe.org SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 1 r Renewal dale 8130/2015 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 20.57 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)io 1 ,•A4.IIIIs4 5-2-6 b0-4-10 MN I' ■ 7 C ►� 0-4-10 1.5X4111 Com: —I- 2X4 I-- 18-1-14 2X4(A1)= 2X4(A1) - k G-5-0 ± 6-5-0 I— 6-5-0 ,I_ 6-5-0 -J F` 12-10-0 Over 2 Supports al R=651 U=17 W=5.5" R=651 U=17 W=5.5" RL=110/-110 Design Crit: IRC2012/TPI-2007(STD) ,'EO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.E �J Ap Sty, Truss Components of Oregon ((503)357-1118 ••■ARNINGI••READANOFalu°ALLNOTESDNTHISDRAWING! 1I �0 OR/-/1/-/-/R/- Scale =.4375"/Ft. 825 N4thnent Ave,Cornelius OR 97113 ••IMFORfANT•• FURNISH MIS DRAWING To ALL eolrlwlc]sRs INCLUDING THE INSTALLERS. �? lJ F� y TC LL 25.0 PSF REF R7175- 35045 Trusses require extreme care in fabricating, handling, '19576P TTT111 the latest edition of SCSI (Building Cow shipping, Installing and bracing. Refer to and follow r toform, t s9 rs^sht shall proy Ieftemporar, by ci aptl NSCS) ref aesstn tedcother pr,or �. TC DL 10.0 PSF DATE 03/19/15 par ad these functions. Installers antprovide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI ,� J BC DL 7.0 PSF ,4�1 O`- TM sections B3, 8]or 510, as applicable. Apply plates toeachface of truss and position as shown above and on 0 192015 DRW CAUSR7175 15078128 L JNJ -....,:,--.°::::7' he Joint 3, (17 unless wtetl isA Refer to each eAof for stand position plate positions. I AlPla division aP 17W Builtling Coeponents Group Inc. shalt not be reta.ec.le far any Ueviatlon from this OREGON BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY instal lotion a bracing of trusses. -a • A.MI on this drawing or never p.5.I l.tinp this drawing, Indicate* V°°•zo,19� TOT.LD. 42.0 PSF rwpe,nlslllh wlaly ref the aeaige ahosn, The suitability and use of �a gfat-any a .cwr.I lnp �O�D �.a��/ SEQN- 299096 • s35l kovg 18 CRCte n'wpeln lbllity of the Building Designer per ANSI/TPI 1 s.e.2. ro rtrugtLr.Is the �w DUR.FAC. 1.15 Sacramento,CA 95828 Far more inPnrmatidn see this abs FROM BB ALPINE: www.alpineitw.com: TPI: www.tpinst.org .TCA: wwttasbcindustr[nese web sites: Renewal 61so/2015 ! y•`e ° ICC: taaafe.erg SPACING 24.0" JREF- 1 VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - GG) Top chord 2x4 DF-L #2(g) Special loads THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)2x4 DF-L Std/Stud(g) TC- From 75 plf at -1.00 to 75 plf at 6.42 Connectors ingreen lumber designedusing TC- From 75 plf at 6.42 to 75 plf at 12.83 (g) NDS/TPI reduction factors. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 14 plf at 0.00 to 14 plf at 6.00 120 mph wind, 20.57 ft mean hgt, ASCE 7-10, CLOSED bid Located BC- From 7 plf at 6.00 to 7 plf at 12.83 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0bldg, wind BC BC- 65.1310.80 lb Conc.. Load at .6.00 00, DL=4.2 psf. psf, BC- 685.49 lb Conc. Load at 8.00,10.00,12.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase 5X7(R) III factor for dead load is 2.00. 9 5-2-6 � � S 0-4-10 0-4-10 3X7//! 4X8\\\ 4 -18-1-14 5X5(A1)= 3X10(63) i< 1' >I 6-5-0 _ I 6-5-0 4-5-11 I` 3-10-11 -1 4-5-11 I_ 6-5-0 �1_ 6-5-0 J I, 12-10-0 Over 2 Supports >1 R=1782 U=163 W=5.5" R=2759 U=194 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 'rcp R PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.0_ PRO x`96 I 11+L, i OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss components of Oregon (503)357-2118 '2tARl11MGl•"REAL AID FOU ALL MD7E5 p/THIS BRAr1N61 825 N 401 Ave,Cornelius OR 97113 "' T l I THIS Bwrl,w m�u CENT ADTnes INC wINS ole INET 9575 P �� 9 TC LL 25.0 PSF REF R7175- 35046 Trusses require extremecare in fabricating, handling, shipping, installing and bracing. Refer to and folio. the latest edition of SCSI (Building Componon Safety Information, by Tal and and for safety practices prior r TC DL 10.0 PSF DATE 03/19/15 to performing these functions. Installers shall provide temporarybracing �h top chord shall have chord per all have Unless perly otherwise,t properly n forrhetl permanent lateralal sheathing and bottom shell have a properly d per tl 4� rigid coiling. LocationsB10, c sawn a, Apply restraint of r trUshall have bracing Installed oma SCSIaBC DL 7.0 PSF DRW CAUSR7175 15078095 A��O`� I sections es, a7 unless s to applicable. Apply platen toe h taco o and position awn hove end 0 l9l2015 J tae Joint Details, unless noted otherrise. Refer to droop nge tadd_P for standard plate positions. ! L I Alpine. a division of ITW Building Components Group Inc. shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN Irv/COMPANY installation&bracing of trusses. « ` A.YI en this drawing or eons page listing this Strain!), Indiana.eae.ptena.of profe..len.l aegIMerhlp �p VSA. EGO G TOT.LD. 42.0 PSF SEQN- 299134 reeppolbil lay sally for the design shown. ,Iw.ultehility and awe of this drawing for any actuator.i.the OREGON IN. �`/ 8351 Roma Circle r.pwwibillty of the Building Designer par ANSI/1,1 t See.2. DUR.FAC. 1.15 FROM BB SNxaments,CA 95828 For more information see this Job's general notes page end these web sites: ALPINE: www.alpineltw.com; TPI:www.tpinat.erg;WItS:.ww.sbclndstry.com; ICC: mew.iccsefe.org ReneW.Iaae.atsorzots SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - JGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g)g) Bot chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 :W1 2x4 DF-L Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (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 1-6-0 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 bracin r notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No 9 equirements. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. applied per IRC-12 section 301.5. 4X5= Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. A NM 1.5X4111 1.5X410 W1 A ' ' 4-11-3 12 0-5-3 �� IBIT3i0 �� 9-0-01.5X4 III 1.54 III 1.5X4 III 2X4(81)= 2 )4-6-0 >< 4-6-0L4-6-0 ,I_ 4-6-09-0-0 Over 2 SupportsR=805U=176 W=5.5" R=805 U=15RL=176/-176PLT TYP. WaveDesignCrit: IRC2012/TPI-2007(STD)FT/RT=2%(0%)/4(0) 14.03,ER/-/1/-/-/R/- TrussC, IlnentsofOregon (503)357-.118 �'WARMINGI•825N 41+Ave,CfOregoOlt 97113 ••I�agpwt• P NGI.1 TNIIiGiBw�� ° aN rills BRaIIIGlL?? $Ca 1 e =. 5Trusses rire entree r +n fabricating, ndl) Oing, ,ORS lling a""""'giALOrF25.0PSFtrim lat.et aditlon or ecsl (a�ilal "g- aniPp++re. InsalienA rid bred � LLePanafety Inrerlon, by TPI d rrw,far gsafeettfer to a d fallow DEFR7173- 3505 7to Performing these function., Installershlprovide notracatehe Prier �' DL 1 5top chord shall have y attangnd bn bractstach,, 4 PreP.rl ,aural hln „d b,t ^�P•;B�1. Bne.as tad10.0PSFDATE a`r g hard hall nave Properly atathed 03/19/DLs 7.0 PSF .4� ��I� I�i the Joint geode, cnlessanoted therelee. Refer to dra.ings law-z for standard)Tate as anion abwa aw on () 19�2�1$ DRW CAUSR7175 15078096 I ' v I AlPlna, a di vision of ITw Bm ldi P Positions. draeing, any fa,lure to build the C uss in cont reancen`it„na'',/WI°1 rorPfor hon far any dppintian from tnia ORE(30N BC LL 0.0 PSF ... AN ffWCOMPANY Instillation t bracing ar trBasas. r o or for heMlirig, shipping. CA-ENG TSB/GWH AA e..'r n f1",ty beeleN Ran,.p.g.II.tleg sal.w..lna, ildle.w see tie.of P,ef.eia„si a '9jQ`4n.20.19 H4 TOT.LD. 42.0 PSF SEAN- 299153 an abate,, T.eBltabllity ane Bee of thla draw far .Iiyine.i O 8351 Royena Cvcle rafpana,.11 lty of rile aulldlha D Igror per Atl61/TPl i see.R. ng '"y etfuewn Ie w tD ,•,. saamBmw,cA95sza Far mars InfpreatiOn see ala Jeb s '• DUR.FAC. 1.15 FROM BB ALPINE: aaFnr anneiinfc ea TPI: ee chic Job's gg;)rite: a res ppage aa"d these`.en sliea: t ry.w; ICC: .,ccsaPa.org Ranewaidalea18aI20�5 SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION —Medallion Medws 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, 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 liveload 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= Ad 12 /Pill 4-11-3 6 0-5-3 ■ 4 ■ NM 0-5-3 X4III 4 „ 9-0-0 2X4(61)= 2X4(131)---- _ Lz1 ' L1 o 1" 4-6-0 ,,qc 4-6-0 L�— 4-6-0 I 4-6-0 9-0-0 Over 2 Supports >I R=499 W=5.5" R=499 W=5.5" RL=115/-115 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) O PRO FT/RT=2%(0%)/4(0) 14.03.0 O}. F 4'd+0 OR/-/1/nlonentsofOregon (503)357-2118 '�■ARNI■GI'.READ AID FOLLOW ALL NOTES ON THIS DRAWING! At. 4" Scale e 825 N 411 Ave,Cornelius OR 97113 ••IMPORTAWr• FURNISH THIS DRAWING TO ALL F =.4375"/Ft. Trusses require extreme re in fabricating, pping, Inst INCLUDING and bra iIn. efeV TTC LL C DL 25 0 PSF the latest edition of WSJ (Building handling, shipping, installing and bracin . Refer to and follow 19575 P 4. Wo, Component SafetypInformation, by TPI And IISCSI for safetyPractices prior l,. REF R7 — 175 35048 to chordperforming tl haeve functions.oerlyInstaller shall provide ng and bracingho per ell Unless noted otherwise, 'I top chord shall haveProperlyattached structural sheathing ane bottom chord shell have 1 0.0 PSF DATE 03/19/15 regia telling. Locations mown for a Properly attached sections 03, S]or BIG, a Permanent lateral restraint of webs shall have bracing installed per SCSI BC DL 7.0 0 PSF A(L_,,--��I� 'II the Joint Details, unless nottedi'otthe1r ote.herwise. Rer plates drawwiings 1130A-i for forand position standard as shown above and an 0 1912015 DRW CAUSR7175 15078097 ' v I Alpine, a division of 17W Building P positions. drawing, any vision.to build thing fComponenttss Group Ino. shat)nog ba responsible far any deviation from this OREGON BC LL 0.0 PSF CA—ENG TSB/GWH AN ITW commasNY instal lotion A brats r Inc fonm„ce rich ANsliTpl i, or for handling, shipping.i,p. Y r ng of trusses. V A.Irl on this growing for or thedesign rpp pegs Meting 7thhiis drawia'IW,elndioste*eee.p,nes of professional engineering 4 °^•20,1044_ G rNp.nel.il Ity or th:Wei l.i W..1ro ror any structure le the �Otp w•Nv r TOT.LD. 42.0 PSF SEQN— 299150 8351 Rovana Circle rawpnnelbili y wed use of this drawing ro Designer a his Job' 1 ene 2. al and DUR.FAC. 1.15 FROM Sacramento,CA 95828 For more information see this Job's general ,piesBB ALPINE: www.al Plneltw.com; TPI:ww,cpinst.org;MTCA: www.sbcindu t mesa rib sitars: t y.�ee. ICC: ttaafa.arg Renewei dateEDSOF HD SPACING 24.0" JREF- 1 VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medal I ion Medws lot 4 -- VERIFY VERIFY, OR - MGA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 DF-L #1&Bet,(g) Bot chord 2x4 DF-L #2(g) Special loads Webs 2x4 DF-L Std/Stud(g) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 0 plf at -1.41 to 71 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. TC- From 2 plf at 0.00 to 2 plf at 8.42 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 8.42 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 118.14 lb Conc. Load at 2.72 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC DL=4,2 BC- 312.45 ib Conc. Load at 5.55 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 IN i 3X5 4.24 F- 30000000000000000000000000000000111010111111111111111111°0,— ,r� 3 4-3-10 1-3-15 ims ►_ 1 +9-0-0 1 3X5= 3X5= 1.5X4 III 1"12 4-0-13 3-11-13 2"12 1�2 4-0-13 4-2-9 8-5-1 Over 2 Supports >I R=427 U=19 W=7.778" R=322 U=12 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Ep PRO, FT/RT=2%(0%)/4(0) 14.03.0/ : .��q6' OR/-/1/-/-/R/- _ Truss Components of Oregon (503)357-2118 "WARNING!"READ No MAW ALL N0rEs ON THIS DRAWING! Scale 5"/Ft. 825 N 481 Ave,Cornelius on 97113 DNaWrarr« lalsms"Tnls DIWIN9 m"1-"6""4"."""awn"THE INSTALLERS. F ' TC LL _ Trusses require entr care in fabricating, handle 19875P 4' I 25.0 PSF the latest edition of SCSI (BuildingCcs �' shipping, installing and bracing. Refer to and follow Component Safety Information, by TPI end WTCA) for safety practices prior TC DL R7 REF175 35049 to performingthese function'. Installers shall provide temporary bracing 'op chord shell have properly attached structural sheathing and per allSCSa Unless noted attached, 10.0 g tottedchard shall have properly d per PSF DATE 03/19/15 rigid ceiling. 0 ,Locations sappl fare. Apply plates) restraint fa f feta ssall have ton i as Installed ear dCon �� sections 93, 9,orh,D, as applicable. Apply plates to each face of truss andBC DL 7.0 PSF ,4 I ins nt ,tel ls, anlese notes otherwise. Re£er to drawl 180A- position as shown above and on fl 192015 DRIP/ CAUSR7175 15078098 tlivislon oI IlW cgs Z for standard plate positions. drawing, any failure to build'the�r connforma conformance withbAIISI TP1°1,ro responsible for Shipping, from this QREGON BC LL 0.0 PSF CA-ENG TSB/GWH AN ITW COMPANY acetal lotion a bracing of trusses. A seal on this drawingea0 ro V _ reormaw lnnlq solelfor the design hetero this drove innaause•ftpeendr of gfor anyeeel Ineafl 9/QO°^•20.19 N� TOT.LD. 42.0 PSF SEQN- 299074 Aapwsielli M the Building ng Dawin n1°eaeteal droning, and use of this drawing r strueture is the 8351 Rovana Circle q Designer par ANSUTPI,sea.:. '• DUR.FAC. 1.15 SaaMI M,CA95828 For more information a this jobs general,� FROM BB ALPINE: .elpineitw.com; TPI: t inst,or WTCA: wwwesbcindu and hese web slues: p y.cam; ICC, ccgafe.org Renewal date 0/30/2015 SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — EJG) Top chord 2x4 DF-L #2(g) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 DF-L #2(g) Special loads Connectors in green lumber (g) designed using NDS/TPI reduction factors. (LumbercoDu plf at .1. / Plate Dur.Fac.=1.15) .00 TC- From 72 plf at -1.50 to 72 plf at 2.79 BC- From 4 plf at -1.50 to 4 plf at 0,00 120 mph wind, 18.87 ft mean het, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 BC- 25.99 lb Conc. Load at 2.00 7 plf at 7.94 01=4.2ywpsf. psf, wind BC BC- 28.378 lb Conc. Load at 4.00 BC- 35.58 lb Conc. load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. applied per IRC-12 section 301.5. 0 Deflection meetslive and L/240 total load. Creep increase factor for dead loadad is 2.00. R=97 U=3 6 I 19-7-12 1-9-6 0-4-10 ' I 18-1-14 0�$ 2X4(A1) �_1-6-0— I-z------.2-9-8 5-1-12 7-11-4 Over 3 Supports R=305 U=29 W=5.5" ' R=111 PLT TYP, Wave Design Crit: IRC2012/TPI-2007(510) Truss Components of Oregon (503)357-'118 FT/RT=2%(0% /4 0) 14.03.+ E: PRpF0s 825 N 411 Ave,Cornelius OR 97113 .•I�Wr I I a s READ NC Trusses cervica arta in THIS DRAWINGTOIMESMIS mime! - 1/- - lssest edition of ems/ n fabricating, handl) and bra ing. Refer, - �� to pert ism ling 1 Component Safety shipping, installing„, and brad to and follow ?9s7sP F� REF R7175 35050 OR/ / / /R/ to chore led these functions, installers Mall °y Information, by TdI and RTCA bracing. Refer p Mall have properly attached fe Ile for Set practices TC LL Scale 75"/Ft rigid alliin structuralsheathingtemporary bracing per SCSI. Unless ra prior TC 25 0 PSF r-�—Ta rigid ceiling. B3,g• Locations shown for permanent lateral r and of wen chord shall nave "tall otherwise, A�� s o e a Proper1 above an — � 67 X10, a appliocable. slot f shoal have bracing installed per 7,74.:7t....7::7. he Joint Details, lase Apply Platen x each face of webs $per �� , Al lam, ^�� tharwla.. Rafea Lt craw, Z f'a. "�petition shown neve ,� BC DL 10.0 PSF DATE 03/1g/15 p a eoln tP Inv Btnliig net 1Boa_ tis drat plata ' 0575015 7.0 PSF AN ITW COM drawing, any failure m build the it conformance.itn'ul:r.ot 1 positions DR- CAUSR7175 15078099 - r l Y Irawing,t any 6 bracing t or truaehs, be mor for handling, £Or any 1pping,M Papa this LL wi on this drel„g a*over for nandlln,e, Nipping, QREGQN BC 0.0 PSF �5�� responsibility sot aoleiy for— design listing thiisMwins, inalselee ai Mq noon w V V CA-ENG TSB/GWH 8351 Rovana Cycle .elellih et lin.Building suitabilityPfslMsiensl A ¢I "9°a-1�1 Per ANSI/TPI,sea .'”' ••of 1 �Q 4•so.is lav �,r TOT.LD, 42.0 PSF Sacramento,ca vsszs "g Tor�"r�Pr.1.n0 I SEQN- 299040 w or more Information see this Job's general notes page and these websites: O\O t • ALPINE, .alpipeitw.tom; TPI; DUR.FAC. 1.1 5 FROM tpmnst.tre;»��: eb<,natatrBB y'C0' ICC: .iocsefe.org Rarrowaidde&90@015 SPACING 24.0" IMMICIESSINI (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - EJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) EXP B Connectors in green lumber anywhere in roof, RISK CAT II, , wind TC(g) designed using NDS/TPI reduction factors. DL=4.2 psf. 01=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meetso360 live and L/240 total load. Creep increase factor for deadadload is 2.00. 11 0 21-1-12 R=181 U=27 3-3-6 0-4-10 6 0-3-8 ,1 _*18-1-14 2X4(A1) 5-9-8 i L 2-1-12 I 7-11-4 Over 3 Supports R=406 W=5.5" RL=74/-23 .• R=119 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon ((503))357- 118 FT/RT=2%(0%)/4(0) 14 F 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT*.WARN ipp l.. 03• - �5�, 1/ Trusses require extreme FURNISH THHISBDR AND TO ALL CONTRACTORS BH THIS IN LUDINGDRAWING -' _ - - e In fabricating, l/Ina iINSTALLERS.. R the latest edition BCSIn(Buildl shall I shipping, bato a R7175- 3505 1 to performing these functions, Ind Component Safety Information, byTPI 'nd and bracing. Refer and Pollan 19575 P ° TC / / /R/ �I Scale 5"/Ft top chord Installers shell and WTCA) for safety shall have properlyattached P5 eite temporary by bracing prlycatittac prior rigid ceiling. Locations structural sheathing and per BCS I, Unless noted otherwise, 25.0 sections B3, shown for permanent lateral restraintg °°t°°"' M1ard hall have Praperl /, TC DL 1 0.0 �ff-��--�� PSF REF .4 n �� 07 or B^0, s shown cable. A 1 strof of truss have bracing as Instal attached ��7711h Ni PSF the Joint neieils, less Apply Plata)toM1 face � DATE BC DL 03/19/15 etl otMrwise. Ra Per t0 tlrawings,gOA_Z Par nd position pn shown Dove and onPSF Alpine a division to Building Camponenta croup Inc. shell au,aara plata pollclanl. 0"19/20N 7.0 DRW CAUSR717 COMPANY install failure the truss in wnfarmanae with not l>¢responl mle for 5 15078100 ti AN tTW Nation f bracing build ANSI/TPI 1, o for harWlinga"shippin;len from this QREGON15 BC LL or trusses. pPbne. 0.0 PSF Ate.on of the83,le drawing or cover page shawl. fho professional thePSF Sacramento, a ar per AMSI/ipI 1 s.a.z, �r structure Is w QC •�� 42.0 SEAN- 299042 CA 95828 For more W inrarmat,an See general notes Page and these web DUR.FAC. 1.15 ALPINE: .alpinebtw,cgn; TPI:a FROM BB a ,tpinst,org; BTCA: www,sbcindustr situs: y'CO11- ICC: .Icceafa.org newal dale&90f2018 SPACING 24.0" 111231 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.15 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. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 2.00. [ 7] W1.5X4 S 2.25 1.5X4 III P 6 I 4-4-4 b 0-4-10 i —r— hhil �J! +18-1-14 1.5X4[7] III 2X4(A1) 7-9-8 1"12 - 7-11-4 Over 2 Supports R=478 U=3 W=5.5" R=323 U=32 RL=97/-26 Design Crit: IRC2012/TPI-2007(STD) , p PRO k. PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.# �E ; R'41z OR/-/1/-/-/R/- Scale =.5"/Ft. Truss C.. ..nents of Oregon (503)357-2118 "WARN!NW*ILIAD AND FOLLOW ALL VOTES CD THIS CRANING; (h. v1G 1 e t-4, PSF REF R717 825 N 4i.Ave,Cornelius OR 97113 "IMPORTANT*. FURNISH THIS OWNING To ALL CONTRACTORS INCLUDING THE INSTALLERS. y TC LL 25.05- 35052 Trusses require extreme care in fabricating,handling, snipping, Installing and bracing,Refer to and follow 19573P the latest edition of SCSI (Building Component Safety Information, by TPI and MICA)for safety practices priorTC DL 1 0.0 PSF DATE 03/1 9/1 5 tr to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,h — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations slaws for permanent lateral restraint of webs shall have bracing Installed per SCSI 4/1� C BC DL 7.0 PSF DRW CAUSR7175 15078101 ,4 r �Q` sections 03, 87 or 810, as applicable. Apply plates to each faceof truss and position os shown above and on 0 19/2015 BC II J 1 the Joint Details, unless noted other i Refer to drawings 180A-2 forstandardplate positions. LL I Alpine, a division of ITN Building Components group Inc, ,hail not be responsible for any deviation from this OREGON0.0 0 PSF CA—ENG TSB/GWH drawing, any failure to builtl cge truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COIv1PANY instal Iation.bratirg of trgsmea. SEQN- 299044 -. r A...l en this dreellp or cover ppm listing this drawing, Indicates eoe.pt.n.e of professional engineering 9R,O N,20.19 aG y TOT,LD. 42.0 PSF repohwlblllty solely for the design shown. The suitability end gee of this drwing for ay strucLne i.the r\' - _ r 8351RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 S.a.B. N DUR,FAC. 1.15 FROM BB Sacramento,CA 9582$ For more Information see this Job's general notes page and these web sites: ALPINE: waw,alpineitw,com,TPI: wee.tpinst.org;NTCA: wam,sbci dustry.com; ICC: ww.itcsafe,org Renewaldele BJB012015 SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 t o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - EJG2) Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Special loads TC- rom(Lumber 75rplfcatl-1.00 to 75ulplft a -11..85 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 5 plf at -1.00 to 5 plf at 0.00 120 mph wind, 18.86 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From7 plf at 0.00 to 7 plf at 7.94 BC- 35.36,53 lb Conc. Load at 2.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 35.33 lb Conc. Load at 4.00 DL=4.2 psf, BC- 96.00 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. 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=3 19-7-10 9 1-9-4 0-4-10 I 10-3-8 18-1-144 t I 2X4(A1)=- - X4(A1)= L-1-0-0 >L 1-10-3 >� - 6-1-1 7-11-4 Over 3 Supports R=213 U=20 W=5.5" R=113 U=2 PLT TYP. 7aofve Design it: IRC2012/TPI-2007(STD) FT/RT=296(0%)/4(0) 14.03,r ; PRO�� a Tn1ss C lots v on (503)357-?118 •55rARlIINGI• MEAMo Faux AIL NaIEs Sci+�y OR/_/ 825 N Ave, TTlellus OR 97113 ••IIPORfAM►• 9EISM THI:::Ii.r, lrq 70aNTHwING1 .iGi1p 1/- - R00, /_ _/ / Scale .75"/Ft.Trusses anto end ME ing. Rats.- ��reyrn rbc mau h,d nog, snipping• I,.acaung ane brating. Rareracalla. 19676Platest etlln CLLcgulldi t�aerscaret le ttlon, R7 03/19/15toplatestlagO(S. InstallersY by TPVITA) Por serety practicesprior 1^ TCDL100PSFREF 17535053 _tortl hell Bovlde temporary Draclr,g per SC51. Gneeas rested properly attxhetl structural haatlti cM1ord shell have ath•nyl se, 1 rig itl c Ilfng• I.ocationa shoan car � ntl�t� Properly attached 0 PSF DATE ,4�I �� aeatlona 83, E7 or E1G, es app p•�8n lateral ras slot r shall have bracing inatallea pe, gGsl L 1{capla. Apply Plates to cash race ar truss and position ea ehaan above arM oa �� BC DL 7.0 PSF � Q I the Jolnc Getal Is, unless,»tae otherwise. Rarer to tlraaings i80A_Z roc ataawrtl P,ata Poaitlons, pRW CAUSR7175 15078102 AlPlne, a dlvlslon or ITw Building ca.ra�nantf Group Inc, shell rot be 0 '19120 15 AN ITW COM area lg, any rm mre co rasro ehe truss in conrarmenc.alto ANS1/TPt t raesponsible roc any dewau on rrom chis OREGON BC LL R4AIY lnatallatlan a bracing ar tr.,a,ea. car handling, shipping. 0.0 PSF CA-ENG TSB9046 ".aep a club wer�i Srx n lel Win,The cin wi Ina d.... sdreni"na+...la,.l.n,la..rin, a��`°ry, Q 299046 8351 RovanaCircle ra.pa.lblling ar the lanai Deal tv and n..or ule drariny.+ny „y,.w SE N- ag Pier Par A131/TPI T Sae,]. oL o W•N Sacramento,CA 95828 For more Information ion DUR.FAC. 1.15 FROM BB Cpl�; sea lob's general notes Page and mese web sites: .alPlneitw.cow: TPI: .tpinsaorg;'YTG: w„w,sbci roustrycom; ICC,rww.,ccsare.org Renawll date 6/90M075 t " SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - EJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.99 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 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 L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. � t R=142 U=26 11 ® 21-1-10 9 3-3-4 I, 0-4-10 a 1 X118-1-14 0-�-8 PECEM 2X4(Al) i.‹ 3-10-3 4-1-1 >1 _ f 7-11-4 Over 3 Supports >i R=205 W=5.511 R=118 RL=58 Design Crit: IRC2012/TPI-2007(STD) , 0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0 14.O3.p,,..dy uw;;�F4' OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components ofCornelius on 1503)357-2118 I +I H BEAD Alp Foca ALL oun all mils DRAWING! �i (l`1 TC LL 25.0 PSF 825 N4 h Ave,Cometms O>i 97113 "Iwoa►�urr" Furca"MIS MINING*o ALL axrx�croxs INCLUDING ISE INSTALLERS. REF R7175- 35054 Trusses repo ire extreme re In fabricating,handling, snipping, Installing and bracing. Refer to and foilo. 19576 P the latest edition of SCSI(Building Component Safety Information, by TPI and MTCA)for safety practices prior ((�- TC DL 10.0 PSF DATE 03/19/15 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, �1 BC DL top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of webs shall hada bracing installed per BCSI a 7.0 PSF DRW CAUSR7175 15078103 ,4 r sections g$, BT or 810, as applicable. Apply plates to each Taco of truss position as shown above and on II Ica'' r : the Joint Details, unless noted otherwise. Refer to drawings 1fiM_Z for standard plate positions. 0 '1 9//�2(0�15 BC LL 0.0 PSF I Alpine. a division of ITW Building Cgnponenta group Inc. shall not be responsible for any deviation from this OREGON CA-ENG TSB/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation M bracing of trusses, �/ « + • A moot on this drawing or cover page listing this drawing,. Indlootab.capstones of profemmlonel engineering '1A`20.20,19° TOT.LD. 42.0 PSF SEQN- 299048 roopansibillty moiety for the dation sheen. The suitability and uee of this drawling for any structure is the "t 01.01,4.1' &D w•N' DUR.FAC. 1 .15 FROM BB 8351Rovana Circle responsibility of the Building Designer per AMBI/TPI 1 Bmo.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:mww,alpineitw.coa; TPI:wmw.tpinst.org; MICA;www.sbcindustry,cost ICC:ww.lersafe.org Renewal date sisa2D15 SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 { t • (031 51 60--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - EJ4) THIS DIG PREPARED FROM COMPUTER INPUT (LOANS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC Connectors in roan (umber DL=4.2 psf. 9 (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. 11 Al2-7-10 P R=201 U=45 9 � 4-9-4 0-3-8 0-4-10 Li V 2X4(A1) 5-10-3 >� 7-11-4 Over 3 Supports R=284 RL=92/-24 R=123 Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP. Wave fi FT/RT=2%(0%)/4(0) 14,03.► k SSS, OR/-/1/-/-/R/- Scale .5"/Ft. _ TmssCo mentsofOregon ((503))357-!118 "�RN1NG1••REAB AIO FBLLOg ALL MBIES q1 nUs BgAnNBi g 825 N 4 it Ave,Comae o 0It O3 3S "l MBIIax TRiB awlNg 70 AlL OpffMOTppS rxcwBlBB ne IMBTALLEI�. �n NG IW FFA . TC LL 25.0 PSF REF R7175- 35055 _ Tn.anes rewire extra...car. in fabricating, haneling, shipping, inetelling and bracing. Refer to end folio. 19575 P the lataet edition of SCSI (Sul lding Coepennt Safety Information, by TPI end STCA) for safety practices prior r , TC DL o performing thea.function, installers shall provide temporary bracing per SCSI. Unleao noted otherwise, 10.0 PSF DATE 03/19/15 top chortl shell have property attechetl eiructurel sheathing and bottom<hortl scall neva a properly atWchetl fs /� secio neili,g. or 810, a skean far e, Apply Flats..o each,fa of feta shall nava bromic intalled per BCsr /� BC DL 7.V PSF Al��0 i sections B3, BT or 010, as applicable. Apply plates to each face oT truss and position ae ata.. stave and on DRW CAUSR7175 15078104 L� toil nc Bete u., anlesa nacaa ocM1er.i6e. Raf.r co dr.winga ison_z far etentlartl plat.poelu ^2015 r AIPIn, a elvislon oP ITr Sulldln0 Campanants croup Inc. shall not be rosponible for any oevlatlon frno thio OREGON BC LL 0.0 PSF CA-ENG TSS/GWH drawing, airy Failure to build tM truss ionformance itM1 ARSI/Tpl t, or fr pael lshii AN ITw COMp4NY in�talletlons bracing of trues.. n cwonng, ppng, Y . ffaepa niIlty seew;y re a�Il��ay maw�lllty ed pshim efdfa.igfafw.nyirrt�I�s ��v�rn•Zo.�e�N� TOT.LD. 42.0 PSF $EQN- 299052 83Sl Rovena CQCIe faapen.leillty ef nils elldlng gssige.r p.r AMBI/ipl 7 Sae.2. OC D W. • DUR.FAC. 1 1 5 FROM BB Sacramento,CA 95828 For.pre Infor.etlon see tole Job's ge,aral not a page and iheee vet alias: ALPlS:wf..alpl,pi[..cd.: TPI: ..w.tpl,at.org: wTc;A:ffw.emi,wuatrr.ao.l; Icc:aaw.icaeere.org Ran.waldetoSI80I2015 SPACING 24.0" JREF- 1VEX7175Z18 r . (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 - _ Top chord 2x4 DF-L #1&Bet.(g) - VERIFY VERIFY, OR _ O) THIS DWG PREPARED pRgB COMPUTER INPUT (WADS& DIMENSIONS) SUBMITTED DY TRUSS MFR. 120 mph wind, 21.54 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) Connectors in green lumber (g) DL=4.2 psf. designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional CBC member Bottom chord checked for 10. design• onp301.5. concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 secti JT PLATE LATERAL CHORD No SIZE SHIFT BITE Deflection meets L/360 live and L/240 total load. Creepincrease [ 7] W3X3 S 1.75 factor for dead load is 2.00. 1.5X4 III sr-- 1.5X4 • • 6-4-5 0-4-14 2X4(81)= ' 18-1-14 3X3[7]= 4-1-10 1^12 3-7-14 7-11-4 Over 2 Supports R=359 RL=129/-33 R=348 U=61 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon (503357- us FT/RT=296 0%)/4(0) 14.03.,,,® ' PR o FSS 825 NAve,Cornelius OR 97 13 ••IrraWrRMT••IIARNlN91••READ AAe FURNISH TMIS DRAWING TO ALL MOPES DN 7HIs Trusses DR1wIN61 - - o latest require of esteem in fabricating handl) shipping, MOLandING THE bracIMSing. Refer ,:/ `G! �.� 'O 1/ - _ careDi(Building id' rslopinstalling and I. Utile to r/17i/ [ ,A TCRR7175- 35056 / / / /R/ Scale 41161 C performing Mae functions.B ding Cl portent Safety Information, by TPI E NTCA) forsafetypractices follow 19375 P LL 25 W chord shall have properly attached gabo bract pracatices p structural l provide and bracing per all Unless ted prior TC DL "/Ft rigid ceiling. or haven foralotto.chord shall have I� rr''''te� rr��--�� sections 03, permanent 1 otherwise, q�II I1�^ '� R7 Rip, s applicable. lateral restraint aint of webs of al have properly attached ' 717S 507 �ILL11..�-JJ ' \ViPSF REF the Jol tit Details, unless ted Apply pietas t each face oT bracing shown par SCSI �' 10 0 PSF DATE 03/19/15 Alpine, a:::taln of ITR guiltllterwlse Refer tlrawirps 18pA_Z far s position hoar above from I� J BC DL tlrawin9, ^D Component.croup Inc shall not be r or plate Pshipping, hi ping, 7.0 PSF DRW CAUSR7175 15078105 AN ITWCOM +"+y rallure w bulla itis truss in conferments with AN t. �or0 19/201$ -• _ �� Installation l bracing of trusses, any tleviatlon Prem this BC LL A wI an this drawl handling, a 'pp'^a• OREGON 0.0 PSF 8351 Novena Circle mini lies soty lely._r Building design listing drawing, see of of g far.ny et uctureais t �O saCRlnienlD,na Circle a.r par wsI/TPI,Sea,:. "D any,e,,.at.,r.la w R n.20,tes0 TOT.LD, 42.0 PSF SEAN- 299055 w»or more information sae this Job's general raise page and these web siwtes: OLD W. ALPINE: .alpineite.com,TPI:www, DUR.FAC. 1.1 5 FROM BB tpinst.org; NTCA:www.sbcl naustry.tom; ICC: www.iccsafe.org Rename Gala Slsonots SPACING 24.0" - I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - MG) 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) Webs 2x4 DF-L Std/Stud(g) TC- From 0 plf at -1.41 to 71 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 5.59 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 5.59 BC- 118.14 lb Conc. Load at 2.72 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 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. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III 4.24 1 , 3X5%- -/------ 3-3-10 i 0 1-3-15 • 9-0-0 i 3X5= -1-5-0-___>f 1.5X4 III 1"122„12 11'1'2 5_2-10 5-5-6 I -I FC 5-7-2 Over 2 Supports ;.J R=322 U=10 W=7.778” R=208 U=2 Design Crit: IRC2012/TPI-2007(STD) a PR+fi PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.' ,0 W•4 FSS OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Co nents ofOregon (503)357-2118 a�WARNINGI•e READMIT Foca ALL Nobs ON THIS DRAWING! TC LL 25.0 PSF 825 N 4 i Ave,Cornelius OR 97113 "IGNORTAxr'• wniiSH THIS DIMING TO ALL CORlRAcloRS INCLUDING THE INSTALLERS. CI ttG i N tk,414 4y REF R7175— 35057 Trusses require extreme re In fabricating,handling, shipping, Installing and bracing. Refer to and follow 99575 p the latest edition of SCSI (Building Component Safety Information, by TPI and NrCA)far safety practices prior r TC DL 10.0 PSF DATE 03/1 9/1 5 to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, — 11116 top chord shell have properly attached structural sheathing and bottom chord shall have1 ceill locations shown for restrainta properly attachedeBC DL 7.0 PSF rigid ng. permanent lateral of feta shall have bracing shown above par Bcsl6,-""e(07;4111111 % DRW CAUSR7175 15078106 tions 83, B]or B16, as applicable. Apply plates to each face of trussand position as shown above and o 41�I F)[] I 1 w the Joint Details,unless noted otherwise. Refer to drawings 160A-z for tandard plate positions. n 0''19/2015 BC LL 0.0 PSF CA-ENG TSB/GWH /"I IJ 1 V I Alpine, a division of ITW Building Components Group Inc. shall net be responsible for any deviation frdo this '�/01 drawing, any failure to build the truss in conferments with ANSI/TPI 1, or for handling, shipping, ll V AN ITW COMPANY installation.bracing of trusses, e..1 TOT.LD. 42.0 PSF .,, A.cel on this drawing or cedar page!lifting till.drawing, Indicates ameptarwa of prafeselenal engineering 7 "+4191 0.20.10 SEQN— 299076 roepacelblllty aalely for the design shwn. The suitability end use of this drawing for any structure is the 0`D w w N DOR,FAC. 1.15 FROM BB 8351 RovmaCacte reapnnaiblliny earth*building Designor per ANSI/TPI a see.z. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" ALPINE: w .alpineitw,com; TPl:.fww.tpinst.org;WTCA:www.sbclndustry.caICC: wsw.iccsafe.org Renewal dote 8180/2016 J REF- 1 VEX7 1 7 5Z 1 8 wm; (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — M1) 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 01=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) 01=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on IWFRS 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. 1.5X4111 s 3X51111 Ill% 3-4-3 r Ow i I ii i iii.........__ 1-4-3 1.5X4 111 .� _1 10-0-0 ►M 4X5= L-1-0-0->J 1"12 2"12 Iolc 3-7-8 _ _ 1 12 3-10-4 l 4-0-0 Over 2 Supports >I R=256 W=3.5" R=167 U=16 RL=41 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 14.03.,,,lb p s4FF =.75"/Ft. Truss ComponentsofOregon (503)357-2118 *�aWw'M61**REAOAND FOLLOW ALLNOTES ONTutsMIMINGl V �+ _, OR/-/1/-/-/R/- Scale 75 _ 825 N 4t71 Ave,Cornelius OR 97113 G fi "3505**IWAORTNIT* FURNISH THIS DRAWING TO ALL CONTRACTORS IIICLIDINO TIE INSTALLERS, a �� Qy TC DL Trusses require azar re in fabricating, handling, shipping, Installing and bracing. Refer to and Pallas 25.0 PSF REF R7175-the latest edition of SCSI (Building Component Safety Information. by TPI and NTCA) for safety18575 P 9 8 to performing`hese functions. Installers shall provide temporary bracingtedtooher prior T L 10.0 PSF DATE 03/19/15 top chord shall have properly attached structural sheaths per aUnless noted otherwise, J�i rigid ceiling. Locations shoran for n9 and bottom chord shall have a properly attached permanent lateral restraint of webs shall have bracing installed per SCSI �i j BC DL 7.0 PSF .4�� II t~ sections B3, 87 or 810,81as applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 15078107 the Joint Details, lase n tetl therwise. RIPer tlrawi ngs 18011-Z Por atmWertl plate pasitlona. 1 Alpine, a yifailur oP ITN Sd th truss i .con Orman Ina, shell net be respanslhan for any depletion from this 0'19/20 IS BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any a brace to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation a bracing or trusses. A feel on this droning or sear pegs listing this drawing, indicate*eeeept.nee or professional engineering - v-4.20,190 �GI "� TOT.LD. 42.0 PSF_ SEQN— 299067 responsibility selely for the Brion el n. Te awdteell Ity and use of this drawing Ter any structure Is this 8351 Rovana Circle reepan.lblilty of the Building ua.dgner per ANSI/TPI T saes. �� W.N• DUR.FAC. 1.15 FROM BB r SacraNpd1(O CA 95828 For more Information see this Job's general notes page ALPINE: www.alpineitw.com, TPI:sww.tpinst.erg'WTCA:aww.abtindust these web sites: ry ICC: C "Cnews ePO`rg RedateGrsonMe SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medea lot 4 -- VERIFY VERIFY, OR - M2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L )120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located #2(g) Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MFRS 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 6 I -- 1 ii 3X5 3-3-4 1-4-3 1.5X4 III IIMil II ill ,j IMISIN 9-0-0 3X5(R) III L'--1-0-0--- 1"12 1-0-0— 1"12 3-4-15 _ 112 3-8-7 IL` 3-10-3 Over 2 Supports ai R=253 W=5,5" R=156 U=15 RL=40 PLT TYP, Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(O%)/4 0 PROFTmss Cots of Oregon (503)357- 118 �WAI1NGI•• ( ) 14,03.• � - - 825 N Ave,ComeLus OR 97113 ••IMPBRTANT• puwlsx nl�is°o�lrrie.ro,�N°f�°N rnls olwlNol � 'Jr'� st1� OR/ /1/ /2-�T F russesravelre 90 re.e n fabcating=haMll IBCLIpiBs TlIE IBSTAIJDlB° 70 /� =.the latesedlthen f ncti(Busltlsid shiPpirp, Installing errtl bracin5e. Refers followb73 P �• R7 -F' Scal75"/FtLo pvrfornng eponen Safety Infora.tion, by TPI,nd.7CA) for fety pes priorC LL 0 PScop mora "g ir®eB fund loan. Instaers spall provstle te�porery bra 1helhave properly attachedStructural sheaths c ho Peg alla aepr pererwise, TCDL .0PSEF175 35059r�9Ltl cel ng, Locatlo a shown for n9 end bottom chortl hall pave properIons 83. B] 610, s pplifor parnan;t lateral res elni P webs hell heves prating InstaP SCSI DATE03/19/15� n �P Y Plates to aeeh face of trees and pnaitlen a,.apown ew on �tti t�" BC DL 7.0 PSF �N 1>�201J DRn CAUSR7175 1 SO781O8 EGOPOr'1Rd .NE: .al pipeitw,cow, TPI: •tpl nst.org; BTCA: ww.sbcl nd,stry•cw: ICC: .Iccsafe.org aafaBrsonols SPACING 24.0'rIEBEIMMal - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - M3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC 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. 1.5X401 i 6I 3X515"-iiil 4-4-3 1 1-4-3 1111 111 / i J9-0-0 / 4X5(R) 1.5X4111 III Lc 1' 1"12 5-7-8 212 1112 5-10-4 6-0-0 Over 2 Supports R=339 W=5.5" R=256 U=18 RL=57/-20 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=296 O% /4 0 -E�PROp Truss Components of Oregon (503)357-2118 •�W WING 1• ( ) ( ) 14.03. FSS, 825 N 4d1 Ave,Cornelius OR 97113 ••IMroaraIlr• FURNISH THIS DRAMS ° °X THIS MARTS' ��t? 461' - 1/- (Z/_ =.5"/Ft. CONTRACTORS TIEOR/ / /-/ Scale Trussesrequire. l i ing IMI:bra ing, Refer �` �� ihe Itregl Ion ofreme (Buildingcare in fabricating, handling, snipping, installing and bracing. Refer to end follow 19676 P I}1 ti TC LL 25.0 PSF REF R7175 Component Safety Ie teaptlon, by TPI and'RCA)SI for safety r' -to — performing these functions. Installers shall provide otherwise.prior top chord shell nava properly attached structural sheathing bracingcper SCSI. Unless noted therwlsa. �/ TC DL /� 35060 T. IgCtl calll g. oncatiane ai,oaw fpr " ^� bottom hardshall have properly attached 10.0 PSF DATE 03/19/15 Ione 83, 67 r Big, s Pe ApP Y Platosito a raint f ba shell nave bracing Instal bovea BC51 'r 6pplioable. ash lata of t BC DL //i ��N I I i the Joint Detei Is, unless ted therwise, Refer to drawings 180A_z for standard i plate as anion above a„d en 001:=1:'19/2015 7.0 PSF DRW CAUSR7175 15078109 �� I AlPlne, a tli vision oP ITB Bulitl ing Components Grall P positions. tlrawing, and Pe;lure to build ins truss in conform nee with ANSnot orpforihandlin any tlppietion from this OREGON BC LL 0.0 PSF AN ITW COMPANY Installation A w-ao;ng of trusses, ng, shipping, CA—ENG TSB/GWH e. w Ar..Pa,m bltihiey Arming ,a"'�'Ir;".;h'T`",,I,•�°,�t��'drawing, d•� is d I n,.fee_ ,,,1„glP..rl,q Id?4#0,20,10 N�� TOT.LD. 42.0 PSF SEAN- 299071 8351 Rov3na Circle rawanalbl l lty of the Building Designer per ANBIYTPI 1 Sss.2. ne any structure Is the OLD ,". ' Sacramento,CA 95828 For more Information see this job's r' DUR.FAC. 1.15 FROM BB ALPINE:www.al pinaltw.com; TPI: general notes page and these web ales: www.tpinst.erg; BTCA: .sbclnduatry.com; ICC[ .iccsefe.org Benaa,aldetaerBono1s SPACING 24.0" JREF— 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - M4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC 01=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 toad is 2.00. 3X3 HI linioliiiiipp,ia • 3x5--5,-,..iiidi 4-0-7 1 1-4-3 i III , ►_� � . III i 9-0-0 1.5X4 III 3X5(R) III l< 1 a, 1"12 5-8-8 112 - 111;2 5-10-4 'I 6-0-0 Over 2 Supports R=342 W=5.5" R=253 U=13 RL=53 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) ,s13 PROFS Truss Co. 1l nears of Oregon (503)357-2118 ••11ARMINGI••READ NO FOLLOW AU.NOTES TM%( )N/4(0) 14,03. } .; 825 N 4i,Ave,Comehus OR 97113 ••11 ORFANT•• FURNISH THIS DRAWING To ALL Jl.�A�. S OR/-/1/-/-/R/- Sca 1 e -,5"/Ft Trusses r piling, Inst ll ing and braTHE INSTALLERS. Refer. lZ F TC LL25.0 - . the!scant edition ofSCSI (Builtlifabrlcating. hantllirp, ahipplrg, Installing end bracbp,Refer to and follow 19675 P PSF REF R7175- 35061 T. to performing these functions. Installers g Component Safety/nfermporar br TPI ane RSCA) far safety top chord shell have n halias stall provide temporary bracing rracteprior rrj properly attached structural sheathing and "g Per SSI' Unless ad otherwise, , 41116 seotdionslB3� Locations shown for g bottom chord shall have properly attached �� DL 10.0 PSF Permanent lateral restraint of webs hall have bran! Installed '� DATE 03/19 All rrr---��1 ai unless s ted otherwise. Apply plates to each race of truss astand position bracing Per SCSI '� BC DL ,q I I I I a the int Details, Iona shoed othererma. Rater to drawings 1t oA_ as shown sed p and on 7.0 PSF DRW CAUSR7175150781105 J•_J alpine, a alvlslm of IT•Build! z for maonsird plate positions. O �19//�2015 drawing, any failure to build the�truss Components a croup Inc. shall t be roaponaihn far any shipping,ion Frhn this OREGON BC LL TSB/GM w AN ITN/COMPANY installation A bracing of trusses, Inconformance with A 51/Iph ,, h for handling, hi D.0 PSF CA—ENG TSB 078 �q piling, A relemoson drawingatb the deal filming 1. TThhe suitabis 'i I ity Indicates of g ref a y rt uotureengineeringt �RO n.Y0.�eeb TOT.LD. 42.0 PSF SEAN- 299078 8351 Rovmta Ciro' le responsibility a the Building DaalRw per A161/Tp1 1 s.a.t. a0 ref any atrlastura la t/r sacrADeBm,cn9sszs For more Information OUR.FAC. 1.15 FROM BB ALPINE: ,alpinaitw.com;TPI::wvat Cp inatW.org: AICA: wwnsbcintluss general notes page ntl these web sites: a y.ahm: ICC: .Iccsefe.hrg Renewal date&50!2015 SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION —Medallion Medias lot 4 -- VERIFY VERIFY, OR — EJG1) THIS�1G PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Special loads �r75rlfcl ate5ula -1TC- Frompat -1.00 to7pfat1..22 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 14 plf at 0.00 to 14 plf at 3.94 120 mph wind, 18.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 24.67 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 psf. Wind loads and reactions based on MWFRS. . Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load for dead load is 2.00, load applied per IRC-12 section 301.5. 11 R=24 19-1-15 1-3-9 0-4-10 IMI '' �1 _ _. 1g_ 0 3-8 1 14_ __ 2X4(A1} L--1-0-0 >L 1-2-10 >L 2-8-10 >) (c 3-11-4 Over 3 Supports R=204 U=15 W=5.5" R=56 PLT T7A27106001Vgn: Desigit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 14.03. + ' ri ,� TrussCom7-2118 •�11ARN1NGt•iniimiprn,j.:Ci;: � / 825 4 "I�mRr�xr' Puwnax �uFieT�u�i �011 TMIS m(cl N OR/- 1 - - - _/ / /R/ Sca1R 1"Tr°aa.aIra a �BtaeTOBs 11C1N0 TB 1A . eyr1G IFF ��OTCLL25.0PSFREF /Lha latastretlltlon ofreG51lfeb iM,Mllnp, shipping, Installing aM bracirgaRafef t0 and follow^t rlli Prov Information, b TPI 165:7" 7t5P. 7175- 35062to parformlr,g Chase functlnstalll provltlaYentl'XTCA) Por fRerer tcot`ces prier L _top chortl shall have propeached el ssathlt rery prat ho pas all Uneesa tetl tacheda, TCD 100PSFDATErig itl cell lrg. L.ocetions or � ��=O1g enortl Hell nave properly attachesPerateral rastralnt oT g �' 19/15sect lana 63, 07 or B1g, esable. latae to a —�shael nave bracian Inataliaetl pas n BCDLs1 11 ecn rata or truss ro position a snows pone nd � � 7.0 PSF DRW CAUSR7175 1507 � O I the�Olnt getalls. unless notatl otMrwlse. er t0 tlraw l,qe 16Z r.r stargartl IaCe /�t 1 l NIP Ise, atli vision oP ITa Bulltllnp Cogppnents Group int, shall not by responsible for anyaWvleiton frog this U 1 9/20 1 tlrewing, a„y regurg cp pu!m ens!ruse m PonrormenPa with gNSI/TPI ,.ar r.r hanall p I� BC LL 0.0 PSF CA-ENG TSB/GWH ti AN ITW COMR4NY instal latlon d bra�ing of trusses, ng, shipping. OREGON ", ,n chI`.;rreeln orr w a ww ilstln chI.dr..inB hale a..P .of prefeselonal 1,..,,1 .wy. TOT.LD. 42.0 PSF 8351 Rovana Cacle ra.peneibi l icy.f tl»far 0 0.n1�.hewn, Tl a.it.bi l qty•na°•e"r chic.ra.In0 rar qy mermeso.e.,r.(;tyy i�"�M•20,19.0 , SEQN— 299033 ic,, ee �al�l B.e•:• OLp yy,1�� DUR,FAC. 1.15 FROM $B SaamnenW,CA95828 Por more information sea tela Joe's ILLPINE: ww.alpinaltx.co. TPI:wwr.tPlnat.org; MTCA: www�s Page arwl these wap a res: e SPACING 24.0" JREF- 1VEX7175Z18 Pe,lewal date 6138@013 - (0315160--JT ROTH CONSTRUCTION -Medallion Medws 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) Bot chord 2x4 DF-L #2(g) 120 mph wind, 19.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located - anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC Connectors in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MVYFRS with additional C&C member design. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is0-3-8 2.00. 0-4-10 s I " _*_20-1-15 �— R=71 U=16 NEASIN 2-3-9 I< 18-1-14 4 2X4(A1) L*-1-0-0— 2-6-10 >LC 1-4-10--->J I3-11-4 Over 3 Supports R=230 W=5.5" RL=52/-27 R=58 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) _ _ Truss Components of Oregon (503)357-2118 ma lNGlma FT/RT=2%(0%)/4(0) 14.03.F -' F 825 N 4di Ave,Cornelius OR 97113 HIS A�NG TO AI "ori TO SIN DRAWING! r S� OR/—/1/- _ ••IIFORfANt•• FURNISH THIS DRAWING to ALL �`y G1N� R/ Scale R Trusses Ire a ]Installing and bra71.1E INSTALLERS. RefeS. i0 =.75"/Ft. require extreme re in fabricating, handling, shipping, Installing antl bracing. Refer to and follow A TC LL .- the late=edition of SCSI care(Building Y 25.0 PSF REF 7175- 35063 a 9 ponent Safety Information, by TPI and NTCA) for safety practices prior} - 18575 P y to performing these functions. Installers shall provide temporary bract top=here shall have properly attached structural sheathing and bottom chord'shall ;ave a pr prey otherwise,tf TC DL10.0 PSF rigid ceiling. Locations shown for air ga properly attached �, DATE �� I M actions 83,g. o Permanent lateral restraint of webs shall have bracing installed 3/19/15 /�(1 �� a B,g, as applicable. Apply Plates eeeph tape of truss and position as.own above i� BC DL 7.0 PSF DR CAUSR7175 15078112 /�1 If Z=7:7=.,',7,77,174; ha=7 oatalls, �niass no enarwlsa. Refer to 7:::::,:6:%:': tentlartl plata posluons. W 7 75 l I Alpine, a tllvislon of lies a,nmog c--..nta crane 0•19/2015 AN ITW COMPANY drawing, any failure t 0;",':�d th.truss in tonfnrmance with ANSI/TPli. or for'hand lin a"s°pping,on frwo this BC LL 0.0 PSF CA-ENG T g shipping, OREGON 299035 Racial on this a'esing or page listingfhle ireei �+ TOT.LD.LD. 42.0 PSF responsibility solely for the design arum.. The=Mobility and oaf°'°s d awing forr.ny structure is"�a e��"�n.so,tem SEQN- 299035 8351 Bevans Circle "esponsibillty of the Building Designer par ANSI/TPI ,sao.2, • Saermneno,CA95828 For more information see this Job's OLD W•N� DUB.FAC. 1.15 FROM BB ALPINE: www.alpisitw,can; TPI: www.tpi st.org;; IITCA: www page andtthese web sites: t amindnstry.cem; ICC: tceafe.org Remewal dale 0190!2015 SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 (0315160--�T ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.64 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) Connectors in green 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 design. 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 9 � 3-4-1 0-4-10 pm k J 18-1-14 2X4(Al ==- 1.5X4111 lc 1l 3-9-8 1'12 t-3-11-4 Over 2 Supports R=276 W=5.5" RL=74/-33 R=155 U=24 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) _ Truss Co.gPentsofOregon 503 357- Its FT/RT=296(00/4(0 14.03.;( -s°jr • • 825 N 41 Ave,Cornelius O 97113 ••IMIoRrrpm•SII••�1D FOLLOW"c " a THIS -11/ =.5"/Ft. FURNISH Tits OWNING To AU-carman ss mucus TIN INsnu+ is, r GIN `� CRL -/- /PSFREF Scale •5 /Ft. Trusses require extremecare in fabricating, handl) f the latest ediion of�i (Building Information, bracing installing and braeTopa,safety practices t, follow19575 p 1 0 0 PSF R7175- to performing Component Safety Information, by WI d&TCA) for fei F OZ TC these functions. Installers shalltemporary i es pr L 25.014.16/ top chord shall have properlyprovide t Y per aUnless po attached structural sheathing and bottom chord shall haveotherwise, �• rigidTR Iling• LocaYlona rhea for permanent let ret restraint ofo properly attached i tions Ba, BTmetashallhate bracingsinstalbo ■` TC DL DATE 03/19/154 B10. applicable.)cable, aneApply Plates to eachstra face f truss and positron a per RCS))` .4 LI O)� the faint patalla, resent tharwlee. Rafar to dra logs tagA_Z fPr taMard plate as p /- BC DL u � a1P1�, a dfvialon of,T.,Ba„d, 7.0 PSF DRW CAUSR7175 15078113 anaaaing, any Pei lure to build the trussss�i'n'aconafora'P 1 a, shell not be responsible for any yevlation free...1 O 1 GO1 S BC AN ITW COMMNY rma„te ich ANSI/Tpl t. er far handling, ahipplro, LL 0.0 PSF s Ilailon 6 bracing of tresses. OREGON A sealstet on this erecina of trust PVo Ilettdrawing, ' f..orn.lel I Iry solely for w design sham.'a„",&`mbl alop,W w professional engineering "/ "an.zo,19� TOT.LD. 42.0 PSF SEQN- 299037 8351 Rovaga Circle ^&Prr&Irl Ilry of the Building Designer per A61/TPI i ase.z. of this ro T any structure 1&the SaclameB0 CA 95828 For more information OLD w•�►�' DUR.FAC. 1.15 ALPINE: a4eai thiJsb's general wires page and these web sites: FROM BB + r .al Plneltw.cde;TPI: .tpinat.org; ATCA: hotndustr y.=�; I�: 'lctsa Pe.rrg SPAC 1 NG 24.0” - (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 20.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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 11, 9 I 4-10-1 I' 0-4-10 Mil r=te 1.I.i1., 18-1-14 2X4(A1 ---a- . 1.5X4 III I•c 1' 31 5-9-82 fe' 5-11-4 Over 2 Supports R=360 W=5.5" R=249 U=40 RL=108/-42 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon (503)357- 118 FT/RT=2%(096)/4 0) 14.03.0z _RFfiF,p 825 N Ave,Cornelius OR 97113 ••uroarxm�"WARNING!..."READ FOLLOW ALL NOTES THIS 6BAB) U OR/-/1/-/-/R/ MINIM THIS DRAINING,n w INCLUDING THE INSTALLERS. (/�/)�/y}�(�(//��/�y' /! - Trussea require extreme a in fabricating. ! �V (� /J — oe latest edition of 6Cs1 (Building g'1anel ing, shipping, installing and bracing. Refer to antl follow , �n OY -r Scale ,41111164 ne hers ant Safety Information,br TPI and N7G limn, TC LL 25.0 PSF REF perTorting these functions. Inatallmmp fetyIn ) rw fety practices prior 9/135065 5 op clwrtl mall have proper) e11 temporary Oracclrg pe$8031. Unaess rigid Y attacnal lural heat 4, ne both more mall neve I'� made iling. or shown Tor permanent lateral reetraint of wee shall have position am Installed per�l J Ions 63, 87 8110, asapplicable. y / l f' ��, B/x TC L 10.0 PSF A IJ N II the Joint Details, less noted e. R plates to each face of trusss r_'" DATE 03/19/15 otherwise. Refer to drawingsand a slbwn above and on �� % DL 7.0 PSF Alpine, a division of I7w Building 160A-2 for standard plate positions. 0.1111/2015 DRW CAu$R7175 15078114 IMIEZESCIM drawing, any failure t truss in Group Inc. small not be responsible for ham for any ippintion from this J BC 1 L AN ITW COMPANY installation a bracing o bulla are trues m ronm.nca with ANSI/TPI lip,1, for nonan OREGON L 0.0 PSF ng or trusses. C handling, snipplrp, A responsibilityAseildrooling a theirep.e.listing thisThe drawing, indicates�ap1 of pregrelmrl nginberl e7 "0o. 90 TOT.LD. 8351 Rovaga Circle respmn.ibill of the Build) Doly.naw.er this drawing far.,y.tnlbwr.la�0a. /St 20.+9 -, 42.0 PSF SEAN- 299063 - SeMIIIIM),CA95828 "' re oaf per AMaI/NI,a.o.=. O�O H� For more information s this Job's general tea page and these Y DUR.FAC. 1.15 FROM BB 1101121 ` ALPINE; .alpineitw.cam; TPI: .tP lnst.org;e'TCA: 'ran sues: .abcindustry.com: ICC: .iecsafe.org SPACING 24 Renewal date 8130/2075 0ll (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - M) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 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. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [ 8] W3X3 S 1.75 1.5X4 III T 6 3X5 'ii 2-3-4 I 1-4-3 MEM II -9_0_0 , ►� 3X3[8]-=- Lc----1-0-0 X3[8]=LE -1-0-0 1"12 1- 5 _ "1 4-11-8-7 I-E1-10-3 Over 2 Supports R=177 W=5.5" RL=23 R=59 U=14 PLT TYP, Wave Design Crit: IRC2012/TP1-2007(STD) Truss Components of Oregon (503)357- 118 •• iNGlee READ AND FOLLOW AFT/RT=2%(00/4(0) 14,03.L i �P �Flcss 825 N 4th Ave,Cornelius OR 97113 ••IM^ORrANr•• FURNISH THIS BRArtRR m ALL NOTES ON �s DRAWING! proe OR/-/1/-/-/R/- irusses rayuira a.ermy n fabRNISH THIS hendll NCLlDnR TBE INBTALLER,S. _oe latest edl Ion off SCSI(Build1 ide temation, Installing a d treeing. Refar to ane follow8676 P �' Z TC PSFR7 - ront fa rieetinnt Safety g,shipping, installing TPI and and for .safety • � LL 25 0 PSF Scale 1"/Ft performingby hese functions. Installers shall provide temporary bracing otherwise,iceprior top chord shall have properly attached structural sheathingand per ell Unless notede4.�.iar Ig id ce,l(ng. Lotat,ons ehofn fo bottom chord hall have1 TC DL REF 175 35066 s B3, S] app r perea ant lateral astral nt P properly attached section 810, es licable. feta ahe11 have tionlas Installed per BCSI I ,00 l w10.0 A L L_ O i\ 'II F the Joint Details, unless noted e. R plates to each face pf truce a n �S % BC DL _ll--.-- ' \VIDATE 03/19/15 1 otherwise. Refer to drawings 160A-Z for aM Position a shofg appye and e7 0 PSF DRW CAUSR7175 Alpine, a division of 1TW Building standard plate any deviation 0 19/2015 15078115 AN 1TW drawEMENEMIN ing, any failure to build the ntruy gloe�p„efo��,pcInc.cnhaw9l%r to responsible for any dwleti a,from this BC LL COMPANY In•tallatlon.brae lig of trusses. TPI 1, or for handling. OREGON 0.0 PSF M !wool shipping, l reeponsibi 8351 Rovana Circle responsibilityon solely for design listing•n.ewltepi,li,y-see of w1 progeelarlal«glnNriro va 20.19 •9R n. 90 i TOT.LD. 42.0 PSF SEAN- 299065 ' Sacramento,CA 95828 building Designer shown. per ANSI/TPI ul 1 sse.a. r'0 f ca structure rs the O For amore Information see this fob's general notes page and these web sites: io D • DUR.FAC. 1.15 FROM BB t f ALPINE: a pinaitw.cao: TPI: .epinst.org;B7CA: .sbcindustry,eom; ICC: .iccsafe,org SPACING Renewal date 8130M015 24.0" IMEGMEMEtalle (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIfY, OR — Vl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 22.69 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 01=6.0 psf, wind BC Webs 2x4 DF-L Std/Studg ) 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. 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. See DWG VAL160101014 for valley details. 9 4X5= 1.5X4 II 1.5X4 III/ 4X5= 1-6-11 2-0-2 / 0 0-0-4 //////////////////////////////////////// 21-6-6 1.5X4 HI 1.5X4 III 1.5X4 Ih 1.5X401 2X4(D8R} F7"4_L_, 4-0-0 + 4-8-0 T` 2-7-13 8-8-0 -A— 2-7-13 J I< 11-11-1 Over Continuous Support R=89 PLF U=5 PLF W=11-11-1 RL=-2 PLF PLT 111). Wave Design Crit: IRC2012/TPI-2007(STD) Ep PROF FT/RT=2%(0%)/4(0) 14.03.0, :,a gamo `%s OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 a�WMIINGI ee RENS AID Fora ALL aDTEs Oa This BRMIINGI Scale e =.5"/Ft. 825 N 4thAve,Cornelius OK 97113 •'IMPORTANT' FIA.II91,Nle ss ii 6 Tu ALL (• • Tara ping, Inst llIing and bre ing.Refer. 25.0 PSF require•ocreme carein ng Comp Ing• Safety I ormation, Install and eM bracing.Refer to ace renow 19575 the latest edition of BCSI (Building LiZonant Safety Information, by TPI and WTCA) Por safer LL REF R7175 to performing these functions. Installers shall provide temporary bracing ted other Prior �, 35067 4416 top chord shall have properly attached structural sheathingand ac rod per ell have noted attachede. TC DL 10 0 DATE rigid iling, Locations sheen for chord hall have properly attached 03/19/15 /,�J••■(� w fa sections B3. 87 a,D, permanent lateral Beach of webs shall have bracing installed per SCSI 1411111. BC DL 7.0 0 PSF ■ ��'` ' I , thepJoint Details, unless notedtotherwise,applicable. Apply plates to downface of fora and position to ps store abase and on 0 19/2015 DRW CAUSR7175 15078116 ' \VI Refer drawings 160p_Z for standard plate positions. I , 'Alpine, a division of ITh ldilding Ctruss nente Croup Inc. shell not be responsible for any deviation Prow this ..OREGON BC LL drawing. any failure to Wild Cha Corsa in conformance with ANSI/TPI 1, or for handling, 0.0 PSF CA-ENG TSB/GWH AN iTW COM.,-, installation a bracing of trusses. sh ippl,g• SiY ASwlu n this dr wllg Sf cover pay.I I.cilla shim dr•eing Iroles.. r4'0 V 20,19 0(� TOT.LD, 42.0 PSF SEQN- 299174 ty oriels for the deign!selerl. T e altW111 eq this df g rep a y. .npl N..riro v 8351 Rovana Cycle rw.pew.l.I l lYy of Oh.Building De.! 4'.rtl nam of fhl.arlro far any atnmerun!.tlr Q . ro i per Job' 'sae.2. al DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page ALPINE:www,alpineitw.com;TPI: www,tpinst.org;WTCA: www.sbcindust,these web spas: r oy•cam: ICC: .IccsaPe.org liemmeldele WSOMW6 SPACING 24.0" JREF- 1VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - V2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 22.69 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. Left end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC to 24" 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 See DWG VAL160101014 for valley details. factor for dead load is 2.00. 4X5= 1.5X4111 4X5= 1.5X4 III •I �� I9 4-0-2 2-6-11III V I i 0-0-4 I III II .20-6-6 / 1.5X4111 1.5X4111 1.5X4111 1.5X4111 2X4(D8R) - 1-c---1-11-4 + 3-0-0 + 3-0-0 ›.< 5-3-13 j___ 1-11-4 �I_ 6-0-0 -I- 5-3-13 -1 _ I 13-3-1 Over Continuous Support R=89 PLF U=5 PLF W=13-3-1 RL=3/-4 PLF PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) EO PROpp, FT/RT=2%(0%)/4(0) 14.03.0 : •i` s'�4i OR/-/1/-/-/R/- Truss Co.n.nents of Oregon (503)357-1,118 "11ARNIN91""READ AID MAW ML was p1-nos oRAIHNCI �0 c 1 t Scale eR7175- s2sNal R 1 =.5"/Ft.35 Ave,Cornelius O 97 13 AAR FORTANT FURNISH nus DRAWING To ALL CONTRACTORS INCLUDING THE INNITRIAID 0 AQ Q. TC LL 25.0 PSF REF Tresses require extreme in fabricating, handling, shipping, Installing and bracing.Refer to and follow 19S7S P 7 1 75— the latest edition of SCSI (Building Component Safety Information, by TPI and'ATCJI)for saferr' 35068 ,041116 - to performing these functions. Installers shall provide tnoted practiceshprior �. TC DL top chord shall have properly attached structural g and bo braving d s ell a apr tadotherwise, 10.0 PSF DATE 03/19/15 _ rigid ceiling. Locations shown for �tera/sheathing ,d batter.chord hall have properly attached �. sections 1Iin GT or ati apermanent lateral restraint f eebs shall have bracing Installed per SCSI �� BC DL 7.0 PSF A --'.PO_ 1 I " ps applicable. Apply plates to each face of truss and position as shorn above and on 0 1912015 DRW CAUSR7775 15078117 �`V, the Joint 3, 87 unless.aped able.otherwise. Refer co drawings eA_f for stand po plate positions. l Alpine, a division of ITN Building Components group Inc. shall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to build the truss in conformance with ANSI/TPI ,,or for handling, shipping, AN ITW COMPANY instal let ion a brae Ung of tresses. — A sand a this Ing or sayer pegs listing this drawing, Indicates acceptance of professional engineering /FI"T)14.)-0041' 1 V44.io,19e� TOT.LD. 42.0 PSF SEAN- 299176 eespmalbllicy solely for the design Fleas. The suitability and tar or this droving for shy structure is the Or D .N 835!RovanaCi cls ^'P°'a'billty of the Building Designer per ANSI/TPI 1 N.F.S. DUR.FAC. 1.15 FROM Sacramento,CA 95826 For more Information see this Jobs general notes BB ALPINE: www.alpineitw.com; TPI:waw.tpins=.org;NTCA;eww.sbclndus"tdry,come sites: f Renewaldele&30/2018 SPACING 24.0" JREF- 1 VEX7175218 (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — V3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 22.69 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 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. Left end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC, applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 2.00. 4X5= 4X5= e: n 9I 1,5X4111 19 II 1 1,5X4111 I 6-0-2 3-6-11 11111111111111116.b.. 0-0-4 19-6-6 , 1. 411 4 I 5 40 1.5 4111 24 D:' o 3-3-4 3..c 3-4-0 + 4-1-12 ..,.c 3-3-4 3-10-1 a� _I_ 3-4-0 7-11-13 ^� 14-7-1 Over Continuous Support >1 :::::;;Z:::31-2- 7 ; PLF W=14-7-1 ;;;FIJ4 Design Crit: IRC2012/TPI-2007(STD) p PRO FT/RT=2%(0%)/4(0) 14.03.►* :'��. �S OR/-/1/-/-/R/- p03)357-2118 "YIARNINGI••BeAo ASD Fot1(IB Au tpTEs oN TNIs BRM INGI ,cry Sca I e 4375"/Ft th 97113 ••IIpORfANr•• F1aBltsx TNIs BB I NB �. • _ Tru a repuire e,irama re in fabrics<ing, handli `MORS Ming nd""ing, Refer �� 25,0 PSF tM1e latest etllclon f SCSI (Builtll y^g' •hippi^®• 1^stalling e tl braeing. Refer to eM rollow 19S75P TC LL REF R7175- ra ng Component Safet Information, by TPI and SITCA) for safety practices prior TC DL 5069 to perform long these functions. Installer stere pa rate temporary brat ho Par ell Unless nosey otherwise, �� tap tprd tall tae properly attaohed et�attr I tea<M1ing an<,bst<sm tlrord stall have 10.0 PSF DATE 03/19/15 rig ltl celling. Locatlona sM1own Por permanent lateral rostral nt or a properly att°r.May /� ati as loan fable. anent latera co a 'webs shall Save bracing installed per BCSI '- DL 7,0 PSF Lawn raffia ar Lr�sa alw posltian as ata.n ace„a ane«, DRW CAUSR7175 15078118 c I Lha Jolnt getelle, unleae�tetl a<M1erwiae. Refer to tlrewinge,BgA_Z ror ata�,artl plata pasitione. o �19i2o1s Alpine, a dwlalan of ITW Brrlmng Compose s croap Inc. ata n n any OREGIDN BC LL 'raw'ng, any fa"era to bails tM1a trees In conrpramnce witM1 ANSI/TPIbl,rorpforltantlling, stippfng o"`rOe`"`a 0.0 PSF CA—ENG TSB/GWH AN ITW COMPANY Inacu lotion a brat i.g ar vmaaae. � A...i en tlti.drwing or sorer poo.Il.tl this drawl 9 "•n,pp 1990 TOT.LD. 42.0 PSF •e.palu,bl I Isy.ol.ty nor trw arl•l er,sl.,",o Tn.a hISaSI l ity":,'W:sr'u°s drrawl..Torr'ny etr l�Is Ci.. ��(, SEQN- 299178 835(Ravana Crole r..ponmiblIIty of the Building Designer per AItSI/TPl 1 See.S. DUR.FAC. 1 ,1 5 SecremmOXA95828 For more Information see this Jobs general not _ FROM BB ALPINE: aww.elpfnel tw.com; TPI:wwr.tPinst.org; wiCA:www.sbcinaust tteae web sites, y.eae; ICS: otaere.arg Renewal deteWEN2MA SPACING 24.0" JREF- 1 VEX7175Z18 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - FG1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. This "Hip frame" may be used in place of purlins to brace the hip plane of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= i 141\ 3-8-10 ahlilk 2X4(D8R)1% 1.5X4111 1.5X410 1.5X4 III 2X4(D8R)* I, 2-11-12 __ 2-11-12 J - l< 5-11-7 al Design Crit: 1RC2012/TPI-2007(STD) , O PRO PLT TYP. Wave p FT/RT=2%(0%)/4(0) 14.03.' FSS, OR/-/1/-/-/R/- Scale =.75"/Ft. Truss C nentsofOregon (503)357-2118 eaWNWING1ew READ AND FULLd ALL NOTES ON THIS DRARINSI �9 �41304F'F 825 N 4thAve,Cornelius OR 97113 raw a eeur'• fN abri THIS, handliAWINGng, TO ALL CONDIAAping, TORI INuwmNG HIE as. Refer (j ,p p TC LL 25.0 PSF REF R7175- 35070 Trusses require extrema rein fabricating, handling, shipping, installing and bracing. Refer to and follow 49575 P — the latest edition of X91 (Building Component Safety Informaifon,by TPI and IfrCA)for safety practices prior r TC DL to performing log thea functions. Installers shall provide ng and bracing per SCSI. unlaaa noted otherwise, �. 10.0 PSF DATE 03/19/15 top chord shall have properly attached structural sheathing and but oma chord shall have a properly attached rigid ceiling. Locations show,forpermanent lateral restraint of be shall have bracing Installed per Bcsl I 'la, BC DL 7.0 PSF ,4(�� I ". sections Ba w or gib, as applicable. Apply plates to each face of truss and position as sheen above and on n '19/2015DRW CAUSR7175 15078119 the Jolni Details, .77,..:m.::.,..,... Rafe:to tlrawlnga 7apA_Z far standard plate positions. V AI in, a division eorponents 6rpap Inc. ,hall oat rssponsibie fpr any devieCien from this OREGON BC LL 0.0 PSF CA—ENG TSB/GWH drawing. any:allure co builtl the truss in conformance with ANSI/7P' 1, or for hrMling, sM1lpping, AN ITW COMPANY instal laclon a breping of trussms. A seal on this drawing or Bever peg.flirting this drawl e� I'sn, 90 TOT,LD. 42.0 PSF ng. Used on.•es..taes of profess e aginawring R� 20.to SEAN— 299180 responsibility solely for the design shorn. The eultebllety end tee of this drawing for any structure 1.the 8351 Rama Circle r.ghanl.I L lty.f the Building Designer per 0.1191/7.1 T Sec.:. L W•N DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information sea this Job's general notes page ALPINE, www.alpineitw.cola; TPI:w.w.tpinst.org;WICA:nwbu v.scintl "�these web sites: ry.com: ICC:wive.icesafe.org Renewal dale 6/90/2015SPACING 24015 O" JREF- 1 VEX7 1 7521 8 ` (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — FG2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. _ Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) Connectors in green lumber (g) designed using NDS/TPI reduction factors. This "Hip frame" may be used in place of purlins to brace the hip plane of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= 20.12 l 20.12 111 2-7-12 AIWA Il 1111111IL 3X5(D1)= 1.5X4111 3X5(D1)= ' I, 1-6-15 .j_ 1-6-15 ,I 3-1-14 >I Design Crit: IRC2012/TPI-2007(STD) , O PRO PLT TYP. Wave fi FT/RT=296(0%)/4(0) 14.03.,4 •b FS Scale =1"/Ft. Truss tsofOregon ((503))357-2118 ”WARMINGi••READ MID F GIN ' ORI-/1/—/—/R/- 825 N 4 Ave,Comehus 012 97113 DLLOA ALL ROTES ON MIS DRIVING! coFTC LL **IMPORTANT*. Ire THIS,DRAINING TO Ash shipping. instTORSalling INCLUDING bra ing. Refer AQ $ 25.0 PSF REF R7175— 35071 Trussestrequire extremecare in fabricating,Safety I shipping, in>tanpnd end bracing. Refer to add follow 19576P the latest edition of nc51 s.(Building Component Safety Information, by TPI and RICA) for safety practices prior TC DL 1 0,0 PSF 144116%, � to performing these functions.tInstallcra shell provide temporary bracing per SCSI Unless naiad eta.la., DATE 03/19/15 top chord shall have properly attached structural sheathing and bottom chord abaft have a properly attached rigid palling. locations show„for permanent lateral restraint of webs shall have bracing installed per eC51 JAW BC DL 7.0 PSF ,41L_� �� ( T1 sections hU 87 or 810, as applicable. Apply plates to each face of truss and position as shown above aro on DRW CAUSR7175 15078120 1 the Joint Details, unless noted otherwise. Refer to drawings 1r>«,_=forstandardplate positions. 0"19l201S I Alpine, a division of In Building components croup Inc. shah not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG TSB/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMRSLNY installations bracing of trusses. • Alessi en W.drawing or Reye.pose listing this droving, indicates aeeapfaras of professional engineering9 °n 20,1 9 TOT.LD. 42.0 PSF SEQN- 2991 82 responsibility solely for hes*Beige sheen. The anige i i Icy and,..of this mharinp far any structure I.the RC 8351 Rovaia Circle rm•par"Ibillty the&.i Idinp ewiarr per AMSr/TPI 1 s.d.a. Cp w.N� DUR.FAC. 1.15 FROM BB 7 $8e18 BIW CA95828 For more information see this job's general notes ALPINE: www.alpineitw.com; TPI:www.tpi nst.org;•fCA:www abciMu>�Cavae web sites, ry.com; ICC:mve.lccsafe.org RenewaitlMe 6160/2015 SPACING 24.0" JREF- 1 VEX7 1 7 5Z 1 8 (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - SJ5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g)g Bot chord 2x4 DF-L #2 ) 120 mph wind, 18.86 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC Connectors in green lumber (g) designed using NDS/TPI reduction factors. 01=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member 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=37 U=10 9 " 19-7-10 1-9-4 0-4-10 " . d 0-3-8 2X14:::1111 X4 te(A1 ) a- 11111111111111111111111 —1-0-0 >I< 1-10-3 >13,91 1-11-4 -1-11-4 Over 3 Supports R=200 W=5.5" RL=41/-24 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=296 096 /4 0) O PROFF Truss Co entWavegon (so3 s72us •�WARNI ( ) 14.03.04 ,, S OR/-/1/-/-/R/- _ 825 N 4th Ave,Cornelius OR 97113 ••,YgRtAMR• FlN 1 TXR D Mm Fo TpALL MWiES ON TMls o.8lI. i Scale e -1 Trina regalre e r GD11IR�1�8 NIDD TME iM8TA1LFpg. N ��' • the laisegi etllclon ofrgp5l .n fabrlcating, herpllrq, whipping, Installing entl bred TC LL 25.0 PSF '/Ft (s.lInst Cwurs she Safety Inforaetlan, by TPI epe RSCAI Por m snot to and follow 9:75.111°-:: 575 P REF R7 1 75- 35072 performing these runctlona. Installers,hell provide cemparary bred �PracoCces prior fop Ertl shall haw properly attachetl atrucWral sheatn ro Pog DCS1. Unaass tad heralse, ahartl hell hay. TC DL 10.0 PSF DATE gitl illrg. Locatlana shown far Porme,rent lateral t®a1nC�`ma ProparlY attaehetl 03/1 9/1 5 �,'}}w lana B3, DT or 810, as appllceble. Apply Pletea to a ba shall have brat lrg Inata new per BCsI a/ / BC DL A LPI I I\ 'I I the blot Oscal ls, unless noted other wlea. pafar to dray ch reap err xrusss aM poalilon as shown above aM an 7.0 PSF DRW CAUSR7175 15078121 ILI'I \VI I Alpina, a tllWslon err ITY Bul,tll ^gs��-Z for t'"°ard plata Position,. 0 1 tlac on, any failure to build ihe"i c�omponen E Group 1�, shell not b.responslbla for any tlevlatlon Prom this BC LL AN ITBCOMR4NV Inataneuw,s eracl r �^`°"far"""ce Ith Alnvrnl 1, or ror handn.y, shipping, flREtiflM 0.0 PSF CA-ENG TSB/GBH a• � rg or crusaea, np rtlppne b11I tY solely for the dew lalnwl�Themalltmblll 'nate na eNN mObept qm of grefewenel engineeringv0 q- y v•ro P••of this drawl '� n•41r,is TOT,LD. 42.0 PSF $EQ►Q_ 299019 6351 ROvggg Cade raaponelblllty of the Building Designer per ANSI/TPI 1 8am,2. ro rer elq structure Is r �O Swam A93szs For more information see this Job's page_ _ LD W• DUR.FAC. i.15 FROM BB ALPINE,,mw.elPlnaltw.cros; TPI:mmm.tpinst.org; 1ffGp; aayLe sbc intlu rst y c�ai. web sites: 'wm•.Iccsara.org Ranewaldffie 6/90Ip015 • SPACING 24.0" JREF- 1VEX7175Z18 - (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — SJ6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.61 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 in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live 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=27 p e � 1 III �-6 34 0-410mi 64 ,—� R=35U=5 2X4(A1 1' =I< 1-11-4 ›.-1.‹ 2-0-7--->i 1-11-4 -1 -3-10-3 Over 3 Supports-->i R=248 W=5.5" RL=73/-33 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) O PROP L. FT/RT=Truss Components 503357-2118 •VARNINGI••READAIDFOLLOWALL ORTM%(0%)/,4(0) 14.03.• i '' S OR/-/1/-/-/R/- =.5"/Ft. m01 ) 9 GINS S, Scale35 825 N 4ih Ave,Cornelius O 97113 •'i Tmr. M«Isx THIS OIMINO TO ALL cons „p��NO i��y� �3 25.0 PSF thTrusses require extreme care in fabricating, handling, shipping, Installing anti bracing, Refer to and follow F•Q �y TC LL REF R7175- 35073 e latest edition of BCSI (Building Component Safety Information, by TPI and BMA) for safety 18676 P �� o performing these functions. Installers shall provide temporary bracingn tedcoiher prior 10.0 PSF DATE 03/ 9/15 tap chord shall have properly attached structural sheathe and y per all Unless notedlotherwise, r , TC DL 1 rigid Peeling. Locations shown for ng bottom chord atoll have a properly attached permanent lateral restraint of webs shall ha..e bracing installed perBCSI i+ '� BC DL 7.0 PSF .'Al-� I� ions B3, BT Bio, a applicable. Apply plates to each race of truss and position as shoe,above and anDRW CAUSR7175 15078122 ,4 I 7p-::::-.0:;::::. colas%natal otherwise. Reran to drawings ieoA_z Por standard Plata poseuond• O.,19/20 I$ oh oP ITW Bueltllrg Componenia Grou Iro, alta„ BC LL 0.0 PSF drawing, any failure to build the truss In conformance with ANSI/TP1 1 '0rfor h n Par any depletion Praa this OREGON CA-ENG TSB/GM AN ITW COMPANY Installation a bracing of trusses. nus 1, or for handling, shipping, AA m..i an this drawing+m asp.du,page listing c"/.'a"I g, lsdle.c«dea.,f ae.gr oPen..Iaeel.mol esriag '9R`+n.20.19 �, TOT.LD. 42.0 PSF SEAN- 299021 8351 Rovana Circle respgrlbl 11 of atm'Wilding oaogb er n1°f1lta°I I Iq amtl oma or colo drawing for any structure Im ser O q nf Bron ashamhis Job's general W. DUR.FAC. 1.15 FROM BB ' SacrampFilto,CA 95828 For more Information see this general notes ALPINE: www.al Plnaltw.<an:TPI:ww.tpl nst.org; a7CA;wwMpug•and these web slams: w.abaeustryaoh; ICC: .iccsefe.org Reneweldele 8!3012015 SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS(0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - SJ7) 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 20.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psf, wind BC Connectors in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member 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. +22-7-100-4-6 9 I R=178 U=43 0-4-10 — � " 1.1 �.e18-1-14 2X4(IA 1 = R=96 U=22 1 ' '1,c 1-11-4 >1.‹ 4-0-7 :I 5-10-3 Over 3 Supports >I R=271 W=5,5" RL=106/-41 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss C ants of Oregon 503 357- 118 ••WARNINGI••xF,ro AID FOLD ALLT/R p/TM%(O,) 4(0) 14.03. �R�FICss 825Ngve,C omehus OR 97113 ••IMIgWTANT•• FlIp111EN nits glwiNg TO ALL O Truaa.a reeuire. raNlwlclORs INCLWINg THE U TALL.EIB. ��° las l TC LL e In fabricating, hantlling, shipping, Installing end bracing, Refer to and Pollow 5 �� the latest adlcian ofrBC51(Bu;idl 1 78 P 25.0 PSF REF 7 1 75— 35074 ng CwPonan<Safety Information, by TPI and NTCA) Por safety Practices prior to Performing these Puncticru. Installers shall a porary bract top orrd shall have properly attached s uctvrslpsheathin and bottom d s all a aepr notal attach se igld n1 =r g chord nail have ',a„ TC DL _ / 10,0 PPSSF g. Luca=lana shown for permanent lateral reatral nt oP wba nnell nave brecingpinscalledttechad tions BS, g)or 810, as applicable. Apply Plates to eacn face of t antl Posttlon as anosn Per I�opl �� BC DL E 03/19/15 ,4� ��I� 'I I ' <ne Joi nc gae.i ls.enleas notal otner.ise. Rarer to drawi.ga,ew-z fo�tanaard plata poaiilonsa�aaa 7•� F DRW CAUSR7175 15078123 J ' V I Alplon a division oP ITN Buildl:Couponnnts U:Inc. shell rot pa 0 1 9/20 1 5 drawi.,g, any Parser.m wind<ne traaa In oonPormance with ANSI/TPI ,.ror"'foraibne;wiir ang da,.lauon cram this OREGON BC LL 0.0 PSF CA-ENG TSB/GWH AN ITW COMPANY Instal lanae A br.cing or crosses, na. ni Pping. A w/en t)Ila araNlag Nr aeVar peg.Ilett thl.drael V 8351 RavanaCircle • Teiiicty erten:af9pi,i�i �elbw.,.•1.sultebllIIlty Y10e of °Ing f anyy etr�seteneaI.the 9�1 fin•20,10 G TOT.LD. 42.0 PSF SEQN- 299023 ro ion per hinJob' 'Mad,=, QC ' w• DUR,FAC. 1.1 5 s� ,cn�ss2s far mare infarmatlon a FROM BB ALPINE: .alpfneltw.com; TPI:M els Jobs general no as Pegs end these wap sib .tP lnat.org;wrC0.: www.sbcinduatry.com; ICC: .icesafo.org RenewalGMe 8130M018 SPACING 24,0" e JREF- 1VEX7175Z18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - SJ1) Top chord 2x4 DF-L #2(g) 120 mph wind, 18.62 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 in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live 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. 9 1' R=2 Rw=11 U=8 19-1-15 T- „ V 1-3-9 0-4-10 it • 0-3-8 4 .. ” 18-1-1 `° R=26 i kallii NEMO 2X4(A1)= • Lc4--1-0-0 >l< 1-2-10 >1< 0-10-2-->J 1-11-4 ...a.. • -1-11-4 Over 3 Supports 3 R=191 W=5.5" RL=317-21 PLT TYP, Wave Design Crit: 1RC2012/TPI-2007(STD) FT/RT=2%(096)/4(0) 14.03.0 ,® P 4 4 C Truss Components of Oregon (503)357-2118 ••WARNING1••READ NV Faux ALL rams as THIS DRANIN81 S� OR/-/1/-/-/R/- Scale 1"/ 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS CRANING TO ALL = Ft, cuing, rocs lI sq end bracing.INSTReEIIB. C� 0G�5 F� �y TC C L Trusses require extreme re in fabricating, handling. shipping. Install) 25.0 PSF the latest edition of BCSI care a Refer to and fallow 1 8575 P REF R7175— 35075 to ^g Component Safety Information, by TPI and MICA) for safety practices prior , 4111116 tperforming these functions. t Installers shall provide temporary bracing p chord shall have properly attached structural sheathing and bottom chord shall SCSI. Unlessnoted otherwise, �, 1 0.0 PSF T DL DATE 03/19/15 rigid ceiling. Locations aown for permanent lateral r Properly attached tions B3 BT Locations rain of webs shall have bracing Installed per BCSI BC DL A(� �0T. s tedlosable. Apply Plates tracing rate of truss and position as shown above and an �� DRW CAUSR7175 15078124 I� J�(� III the Joint retells, unless noted tnarwlae. Refer to drawings isoa_z for standard plate positions. ' V 1 Alpine, a division of ITN Building Components Group Inc, shall not be responsible for 0 '19/2015 BC LL 0.0 PSF CA-ENG TSB/GM AN ITW COMPANY inst>,i 9acio failure ailur toob[kittens truss In conformance with ANSI/TPI 1, or any tlppiatlon from this OREGON for handling, hipping, s• , • A...I en this drawing or near page listing this drawing, Indicates •9 `n.2 1e TOT.LD. 42.0 PSF SEQN- 299025 r.rpa/a lbl l Ity wl.ly for the design.Mani. The wltablll °O°° 01 pr°fr°I°^al anpinwring A 0 1w' 8351 Rovana Circle responsibility of the Building Designer per NISM/TPl 1 s.s.2. use or Mia dr..lng for any atrllewra is the Ir' _ • sacra «an,CA95828 For more Information sae this Job'spageand ©LO VV.N DUR.FAC, 1.15 FROM BB ALPINE: www.alpineitw.com: TPI: www.tpi st.org; RICA: wwweybcin,ust these wap spas: Y.coa: ICC: .'tceafe,prg Renewal date 813Dt2016 SPACING 24.0" JREF— 1 VEX7175Z18 — (0315160--JT ROTH CONSTRUCTION —Medallion Medws 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, 19.12 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 design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=68 U=16 9 " _4..20-1-15 0-4-6 TT' 2-3-9 1 b 0-4-10 �� I MIIIIIIIIIIIIIIIIIIIFA EMO 18-1-14 R=28 MO 2X4(A1) LE-1-0-0 >t< 1-11-4 >I<8.14>j 1-11-4 'I 2-6-10 Over 3 Supports R=217 W=5.5" RL=52/-27 Design Crit: IRC2012/TPI-2007(STD) r P-s PLT TYP. Wave FT/RT=296(096)/4(0) 14.03.0 .® rr �Fp OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon (503)357-2118 a�MNMIINGI•+READ ANG FOLIAR ALL NOTES ON Txls WRING! 0 TC LL R 1 ••t nwr•• FURNISH THIS DIMING To ALL G1Al 825 N 4 Ave,Cornelius O 97 13 CONTRACTORS Inst ll ing nd THE INSTALLERS.Refer. G, E • Oy 25.0 PSF REF R7175— 35076 Trusses require..v care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19675P- the latest edition of sCs1Building Component Safety Information, by TPI and 9TCA) for safety practices prior r TC DL 10.0 PSF DATE 03/19/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, , AO' - top cord shall have properly attached structural sheathing and bottom chord shall have a properly attached Ta rigid ceiling. Locations shown for permanent lateral restrain of webs shall have bracing Installed per SCSI DRW CAUSR7175sec 83, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and rn /- BC DL 7.0 PSF 5 15078125 A L I1^ I 1 ' the Joint getalls, unless Msetl ochrerwlse. Refer to tlrewings 16::: forests tlard plate positions. Q 1(9201 C BC LL .1,--/ ' `V1 I Alpine, a y failure of Ibu ed Id trg truss inacon Group Inc. stall ,ot be ror for handling. for any dpping,on from this OREGON 0.0 PSF CA—ENG TSB/GWH drawing, any failure io build the truss In conformance with ANSI/TPI i, or far herMll,g, shipping, AN ITW COMPANY installation A bracing of trusses. TOT.LD. 42.0 PSF an f A foal a1 GM*TO..mlny a'...Wimp.Ilatllly illi.dra.ing, Ineloataa aaeaptNmo of pr.fea.laal Inaarl 9 `+n.20,49 4,-4, SEQN— 299027 responsibility aol.ly for the design show, The suitability See. aiml we w anis drawing for any structure la um Rod D W.NDUR.FAC. 1 15 FROM BB 8351 ROvagB Circle rafpaulal l lty.f the Building Designer par ANSI/TPI Nee.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.caw:TP1:www.tpinst.org;. www.lccsafe.org www.sbtindustry.com; ICC:w .iccsefe.urg Renewaldete Blsg/2o19 SPACING 24.0" JREF- 1 VEX7 1 7521 8 I f (0315160--JT ROTH CONSTRUCTION —Medallion Medws lot 4 -- VERIFY VERIFY, OR — SJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.62 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 in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 2.00. R=116 U=27 ►l 6 9 I 1-1-150-1-6 1 3-3-9 It 0-4-10 iw 11 W R=36 U=5 18-1-14 2X4(A1 Lc 1' -1-11-4 ›L 2-0-14--->J 1-11-4 -1 E3-10-10 Over 3 SupportsBoi R=248 W=5.5" RL=73/-33 PLT TYP, Wave Design Crit: 1RC2012/TPI-2007(STD) FT/RT=296(096)/4(0) 14.03.A . D 12-4# ct Truss Components of Oregon 503 357-1118 ••MRNIN91••READ NO FOLIA ALL NOTES co nus ORAIIINSI �� OR/ /-/-/R/- po ) �` GIN Scale =.5"/Ft. _ 825 N 4fli Ave,Cornelius O 97113 "1 ISR THIS CRANING TO ALL CONTRACTORS INCLUDING INSTALLERS. a � � Q TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping installing and bracing. Refer to end folia. REF R7175- 35077 _ the latae[edition or RCSI (Building Component Safety Information, by TPI and RICA) for safety19876 P performing these functions. Installers shell provide temporary bracingted otherwise,is, DL Aliihlk top chord shall have properly attached structural sheaths per ashall Unless ttachee.. ', TC 10 0 PSF and bottom chord have DATE 03/19/15 rgid ceiling. Locationssshown forn properly dtperhed ' TM sections 83, gTgig, permanent lateral restraintof webs Mallhada bracing installed per BCSI BC DL 7,0 PSF .4��0��A ' sapplicable. Apply Plaids to eachface or truss and positionas anon„above and w /� DRW CAUSR7175 15078126 ' v I the Joint Details, unless rioted otherwise. Refer to drawings 180q_Z for standard plate positions. I Alpine, a division of ITN Building Components Group Inc. shall not he 0 1 9/20 15 BC LL 0.0 PSF CA-ENG TSB/GWH drawing, any failure to build the truss in conformance with ARSI/TPI 1,responsible .any from this OREGON AN ITW COMPANY installation A bracing or trusses, handling. shipping, • s A owl.n this drawing or e.a.r `/ TOT,LD, 42.0 PSF r apal,.l.l I,q aol.ly Tor th. t'°'„ "°tills dr.slnp. I,tll.wo of ml.m•or g ofwly es.nglnssrinp i? clew go,4091 _ SEQN- 299029 design The e.Iteb,lity and woof this dr«ing f«a structure Is the _ 835[Roma Circle responsibility of ails building ga.,gnmr per ANNIJ7W t s..s' 0(w s W N� DUR,FAC, 1.15 • Saaamento,CA95828 For more information see this Job's general hetesFROM BB ALPINE, www.alPlnaltw.com; TPI:www.tp Inst.or9:MICA,www.sbci page and these web sites: y`°"` ICC:www.lccsafe.org R.nswaeslgssonola SPACING 24.0" JREF- 1 VEX7175Z18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0315160--JT ROTH CONSTRUCTION -Medallion Medws lot 4 -- VERIFY VERIFY, OR - SJ4) - Top chord 2x4 DF-L #2(g) 120 mph wind, 18.87 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 design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=61 U=11 6 I+ 1 _009-7-120-3-15 1-9-6 6 0-4-10 gal 11 4 R=25 U=3 4'18-1-14 2X4(Al) I< 1-6-0 >i< 1-11-4 I 0-11-12-->i P1-11-4 --1 2-9-8 Over 3 Supports >i R=278 U=9 W=5.5" RL=42 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 14.03.P, au ,, F0, OR/-/1/-/-/R/- Scale =1"/Ft. Truss Components of Oregon (503)357-2118 **INNING!"READ AND FOLLOW Au NOTES aN THIs DRAWINGI '% TC LL 25.0 PSF 825 N 4th.Ave,Cornelius OR 97113 as l " ISH MIS DRAWING To AL CONTRACTORS INCLUDING THE Ilan 5 G 1 N Trusses re.„,Ire extreme r ,n fabricating, handling, shipping, installing and braaieg. Refer'ta and folios �� 001144. ss7sP�'Q REF R7175- 35078 _ the latest edition of SCSI care Component Safety Information, by TPI and MICA) for safety practices prior TC DL 10.0 PSF 03/19/15 to performing these functions. Installers shall provide temporary bracing per BCC', Unless noted otherwise, I- T. DATE — 11416 top chord shall nave properly attached structural sheathing and bottom chord shall have rigid ceiling. Locations shown forwea properly attached fT1i R� tions 03, BT 810. as applicable. Apply plates)to eachifacefof trusssa and poositionbracing i�lleand 51 1 *ARS J BC DL /■I' Q��" I Imo,; tna point Details, w.l ass,wtea otnerwisa, Wistar to draw each t80A-z truss lata as s above° '" 7.0 PSF DRW CAUSR7775 15078127 A I'1-�.--J ' \VI p °° `lona• 0'19/2015 BC LL 0,0 PSF CA-ENG TSB/GWH i Alpine, a dl vision or ITN build th leg Components Group Inc, shall not be ror for handling, for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for Handl leg, shipping• OREGON AN ITW COMPANY installation A bracing or trusses. TOT.LD. 42.0 PSF I. • Rawl en this drawing or mover page listing this droving, Indlaates acceptance of professional engineering 7 vin.20,JO" G SEQN- 299031 re powlbii tty safely Por the design shown. The suitability and use of this drawing for any awetur•Is the 8351 RovanaCircle reANSI/TPIe0 aibility of the Building Designer per ANSI/TPI 1 Baz. CD W I .` OUR.FAC. 1.15 FROM BB w Sacramento,CA 95828 For more information see this fob's general notes Plage and these web sites: ALPINE: www.aipineitw.can: TPI:owe. ww, inst.org;NTCA:e ,shcindustry.cam; ICC: eiccsafe.org SPACING 24.0" JREF- 1 VEX7 1 75Z 1 8 + e Renewal date 8/90M015 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 Jr: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4 Brace (1) 1x4 "L' Brace A (1) 2x4 'L" Brace A (2) 2x4 "L" Brace ww (1) 2x6 "L' Brace A (2) 2x6 'L' Brace ww BracingGroup p Gable Vertical No Species and Grades: S Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: �[�r #1 / #2 4' 10" 8' 2' 8' 6' 9' 8" 10' 1' 11' 6' 12' 0" 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir r r #3 #1 / #2 Standard #2 Stud 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard O r Stud 4' 7' 7' 8" 8' 2" 9' 7" 9' 11' 11' S" 11' 10" 14' 0' 14' 0' 14' 0' 14' 0' Hr l r Standard 4' 7" 6' 7' 7' 0' 8' 10" 9' S" 11' S" 11' 10' 13' 10" 14' 0" 14' 0' 14' 0' Douglas Fir-Larch Southern Pinexwx #1 5' 0" 8' 4' 8' 7" 9' 10" 10' 2' 11' 8' 12' I° 14' 0' 14' 0" 14' 0' 14' 0' #3 #3 -J SP #2 4' 10" 8' 2' 8' 6" 9' 8' 10' 1" 11' 6" 12' 0" 14' 0" 14' 0' 14' 0" 14' 0' stud stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11" 11' 5" 11' 11" 14' 0" 14' 0" 14' 0' 14' 0' Stud 4' 8' 7' 0' 7' S" 9' 3' 9' 11" 11' S" 1)' 11' 14' 0' 14' 0' 14' 0' 14' 0" Standard 4' 7' 6' 2' 6' 7' 8' 2" 8' 9" 11' 1' 11' 10° 12' 10' 13' 9° 14' 0' 14' 0" Group B: Ur #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir (- #3 5' 3' 9' 3° 9' 9' 10' 11' 11' 4' 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0" #1 & Btr U — L Stud 5' 3" 9' 3' 9' 7" 10' 11' 11' 4" 13' 0' 13' 7" 14' 0' 14' 0" 14' 0" 14' 0' #1 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" Douglas Fir-Larch Southern Pinewww #1 5' 9" 9' 6' 9' 10" 11' 3' 11' 8' 13' 4' 13' 10" 14' 0" 14' 0" 14' 0' 14' 0' #1 #1 S #2 5' 6' 9' 5' 9' 9" 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0" 14' 0' 14' 0" DL L Stud 5' 5" 8' 6" 9' 1' 11' 0" 11' 5" 13' 1" 13' 8" 14' 0° 14' 0' 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). wwwFor Ix4 So. Pine use only Industrial 55 or O Standard 5' 3' 7' 6' 8' 0' 10' 0" 10' 9" 13' 0' 13' 7° 14' 0" 14' 0' 14' 0' 14' 0" Industrial 45 Stress-Rated Boards. Group B a _ SSPF / #2 6' 1" 10' 4' 10' 8" 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. I- f #3 5' 9' 10' 2' 10' 7' 12' 0" 12' 6" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Gable Truss Detail Notes: l.D U Hr Stud 5' 9' 10' 2" 10' 7' 12' 0' 12' 6' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" Wind Load deflection criterion is L/240. O f Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6" 10' 10' 12' 4' 12' 10" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" continuous bearing (5 psf TC Dead Load). d SP #2 6' 1' 10' 4' 10' B" 12' 2' 12' 8' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11" 9' 10" 10' 6" 12' 1' 12' 7' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" with 2' 0" overhang, or 12' plywood overhang, c-1 D I-r L Stud 5' 11" 9' 10" 10' 6" 12' I° 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" �1J About X.. Attach 'L` braces with 10d (0.128`x3.0' min) nails. Gable Truss 'f 1 I © BE For (1) 'L' brace: space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option: I X*For (2) 'L° braces: space nails at 3" o.c. vertical length may be j T in 18' end zones and 6' o.c. between zones. doubled when diagonal 0 brace is used. Connect 18' 1r "L` bracing must be a minimum of 80% of web diagonal brace for 335# III — © member length. at each end. Max web Brace �`'� Gable Vertical Plate Sizes total length is 14'. L ----�_ , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 124 or 2X3 better diagonal — Greater than 4' 0', but Vertical length shown brace; single less than il' 6' 224 in table above. or double cut 16" © Greater than 11' 6" 3X 4.1 45' (au Ser wend�t + Refer to common truss design for PP 0 f 0 0 I a 0 11,, • -1�© peak, splice, and heel plates. / / / / continuous Bearing Air Connect diagonal at / Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for me 0191P-') .l length, not addressed by this detail. awWARNINCIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. AD 00 1NFl� ,�'0 REF ASCE7-10-GAB12015 ^ Trusses require extreme core in fabricating,handling, shipping,installing and bracing Refer to and L1 ' \ follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA)For safety 19575 P _r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. (- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ,N DRWG A12015ENC101014 shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs F i",, Il i I shall have bracing installed per BCSI sections 83,87 or BlO,as applicable. Apply plates -to each Face / - i _ .- I I I I)-l l\\�viit I of truss and position as shown above and on the Joint Details,unless noted otherwise. 0 19/2015 L I iii 1-N �.1 I , Refer to drawings 160A-Z for standard plate positions. Alpine,o division of ITW Building Components Group Inc, shall not be responsible For on deviation from ��(']i Qr(j(,�N AN ITW COMPANY {his drawing,any fatare to build the truss in conformance with ANSI/TPI I,or for handling, shipping, 1137'7'9'/7 -/ MAX, TOT, LD. 60 PSF Installation& bracing of trusses. • 4 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional IA Min.20,1946 G`4, engineering responsibility solely for the design shown, The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsib#ity of the Building Designer per ANSI/TPI 1 Sec.2. OCD W.‘411 Earth City,MO 63045 For more information see this job's general notes page and these web sites: MAX, SPACING 24,0" ALPINE; www.alpineitw.com, Tel www.tpinst.org, SBCA:www.sbcindustry.org;ICC: www.iccsafe.org o Iadewwnnpww Gable De ± alL For Let-in Verticals Gable Truss Plate Sizes Aboot 4 © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 ()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. f .1....,.. O© © Example, 2X4 , P ill 2X4 % 2X8 "T° Reinforcement Attachment Detail T' Memberifocing 'T' Reinforcing © Member Ai 0 _ �6:, Toe-nail , - Or _ w A End-nail i� w �i © 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 10d Common (0.148"x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenniled Nails, specie, and grade of the 'V reinforcing member. 4 Nails t 10d Common (0.148"x3",min) Toenails at 4' o.c. plus A lW (4) toenails in the top and bottom chords, Web Length Increase w/ "T" Brace T" This detail to be used with the appropriate Alpine gable detail for ASCE "T' Reinf. Reinforcing Member wind fond. Mbr. Size Increase 2x4 30 2 ASCE 7-05 Gable Detail Drawings 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Example!Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Wind Speed = 120 mph Truss Spaced At ASCE 7-10 Gable Detail Drawings MeanlRoof Height = 30 ft, Kzt = 1.00 4' o.c A11515ENCI01014, A12015ENC101014, AI4015ENC101014, A16015ENC101014, Gable n Reinforcing =Member Size #3 A180I5ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Reinforcing Size = 2x4 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, "T" Brace Increase (From Above) = 30% = 1.30 A18030ENC101014, A2003DENC101014, A20030ENDI01014, A20030PED101014 (I) 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" ��. 4 Nails " �) 1. Ceiling G ••WARNINGI•e READ AND FOLLOW ALL NOTES ON THIS DRAWING' ��v¢��.'wOF�s-.... weIMPORTANT•w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. "r Y Trusses require extreme care in fabricoting,handling, shi 1957SP REF LET-IN VERT follow the latest edition of SCSI (BuIldlg Component Safety p Ioforimatloo,n by TPI bantll OCA))Refor safety fer to and • ��. /,/��, practices prior to performing these functions. Installers shall provide temporary bradng per SCSI. DATE 10/01/14 _ ____ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord /+ y v - shall hove a properly attached rigid calling. Locations shown for shoU have brocin 'nstalletl permanent Apply lateral testtaint of webs DRWG GBLLETIN1014 Q 1 1 of truss and 9 per SCSI sections 03, H7 or B10,as unless able. plates to each face 0 '19/2015N position os shown above and on the Joint Details,unless noted otherwise. L ��I Refer to araw;ngs 160A-z for standard plate OREGON p positions. AN MA/COMP/NW Alpine, a dlvisbn of ITV Building Components Group Inc. shall not be responsible For any deviation from 1 14/19/140 Sthis drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, r4,_n,20, °�G j nstaLLatian 4 bsading of trusse / V MAX, TOT, LD, 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional lC W engineering responsibility solely for the design shown. The suitability andse of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. DUR, FAC. ANY Earth City,MO 63045 For more Information see this job's general notes pa Renewal date 64304018m; WI. www.tpinst.orgi MICA, wwwsbcindustryo gieICC�www ccsaFe.org ,MAX, SPACING 24,0" ASCE 7-10: 120 moh, 30' Mean Height, Closed, Exoosure C Common Resioential Goole Enc Wino Bracing Requirements - Sti- -reners 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 referencing this detail provide a 2x6 stiffback at mid-height and brace for lumber, plates, and other information not shown o roof diaphragm every 4'0" (see detail below or on this detail, refer to DRWG A12030ENC101014), Nails: lOd box or gun (0,128"x3",min) nails, X Optional 2x L-reinforcement attached to stiffback with 10d box or gun (0,128" x 3", min,) nails 2 6" o,c: I 1 A 2X4 Blocking • nailed to 45° sheathing and 24Max /`t Nh each truss (Typ) l=- H .`,1 __�®-®-®-®-® �__ 2X4 DE-L #2 ��1��,�� H/2 or better diagonal brace, 1 Attach each end for 560#, 1 zr — 2x6 #2 Stiffback ontinuous Bearing attached to each Stud w/ (4) lOd box or gun (0,123" X 3", min.) nails, Co��EpPROp�3 ••WARNINGlee READ AND FOLLOW ALL NOTES ON THIS DRAWING! a�'NcF �i ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �Q Op Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and • 1967bP �� follow the latest edition of BCSI (Building Component Safety Information, by TPI ' r.„ REF GE WHALER practices prior to performing these functions. Installers shalland SBCA) for safety � ER Unless noted otherwise, top chord shall hoveprovide temporary bracing per HCSI. ---- properlyattached structural lateral and bottom chord /+ j _ ,,, shall have a properly attached rigid ceiling. Locationshown for permanent rtestraint of webs DATE 10/01/14 Q i I) n shall have bracing installed pen BCSI sections B3, J or BIO, ns applicable Apply prates to each face Q '19/2015ON DRWG GABRST101014 L I) II\\ aF truss and position os shown above and on the Joini De tails,unless noted otherwise. i L u ReFer to drawings 160A-Z For standard late - ------- -----.—_—..--_ p pasitiona. OREGON AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from w� �3,(19/1� ♦ this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, •e, 0.20,1 r installation 4 bracing of trusse O •�G` A seal on this drawing or cover page listing this drawing,indicates acceptance of professional OLD `u V MAX. TOT, LD, 60 PSF engineering responsibility solely for the design shown. The suitability and use of this drawing =• 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Seca Earth City,MO 63045 for more information see this Job's general notes page and these web sites: Renewal dale 6/30/2018i • ALPINE: www,alpineitw.comi TPli www.tpinst.orgi SBCA: www.sbcindustry,orgr ICC: www.iccsofe.org MAX, SPACING / CI R Rein - arcing Ve 'nber Sys Li LL, Lion This detail is to be used when a Continuous Lateral Restraint (CLR) T-Reinforcement is specified on a truss design but an alternative web Or reinforcement method is desired. L-Reinforcement: T-Reinf. or L-Reinf, 001 ,, Apply to either side of' web narrow face. , Attach with 1001 (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 I-reinforcement or ,, L-reinforecement or scab reinforcement. , Alternative reinforcement specified in chart below may be conservative. •, For minimum alternative reinforcement, re run design ,' il 111 reinforcement type. appropriate ism with INN Web Member Specified CLR T-Reinf, L-Reinf, Size Alternative Reinforecement Restraint T- or L- Reinf. Scab Reinf. Scab Reinforcement; 2x3 or 2x4 1 row 2x4 2x3 or 2x4 12 rows 1-2x4 Apply scab(s) to wide face of web, 2x6 2-2x4 No more than (1) scab per face, 2x6 1 row 2x4 1 2x6 Attach with 10d (0.128"x3.0",min) nailsMO 2 rows 2x6 2-2x4040 2x6 at 6" o c, Reinforcing member is a .il 2x8 minimum 80% of web member length, 1 row 2x8 2 rows 2x6 1-2x8 2x6 2-2x6010 T-reinforcement, L-reinforcement, or scab reinforcement to be same Scab Reinf, species and grade or better than web member unless specified otherwise on Engineer's sealed design, (*) Center scab on wide face of web, Apply (1) scab to each III face of web, -a ME toeD PROF�n wisIMPORTANTwww FURNISH THISEAD AND DRAWING TOLOW ALLALL NOTES ON INCLUDING THE INSTALLERS. -` Ooch.N vs Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer to and ,7'''''N � fallow the Intent edition of HCSI (Building Component Safety Information, by TPI and SBCAJ for 19575P practices prior to performing these functions. Installers shall __ _ TC LL Unless noted otherwise, top chord shall have provide temporary bracing safety _______ _� per CLR Sub - n. shall have d properly attached Properly attached structural sheathing and ottom Schord TC 10/01/14 Subs shall have b rigid ceiling. Locations shown for Pr //� l REF �-' �J of truss and position installed per BCSI sections B3, B7 or BIO, permanent lateral restraint o{ webs II�I #I DL PSF DATE t L�tl _�� Refer to drawings$1tI60A-Z Forn above standardand ate the Joint Details unPeissbnotetle pa he``otes tO each Pape 0 '19/2015 BC DL PSF DRWGBRCLBSUB1014 s p positions. AN ITV/COMPANY Iv ' Alpine,a division of ITW Building Components Group Inc. shall not be this drawing,any Failure to build the truss In conformance with ANSI/TP( ], for handling, shipping, Q,�%1 �1N `/ BC LL --- r sponsibte for any deviation From PSF installation & bracing of trU55P Or 9 9� A, A seat on this drawing or cover page listing this drawing.Indicates acceptance ofprofessional o 1 20,10v- S�_�r ❑T, LD. PSF engineering r sponsiibilety solely for the design shown. The suitability and use of this drawing nal O w Y lir 13389 Lakefront Drive any structure Is the responsibility of the Building ResignerD W. Earth City,M063046 Form information see this per ANSI/TPI I Swe.2. DUR. FAC. ALPINE www.atpineitw.comf TPI ww w.tpins for general notes page and these web sites: Renewal dale 9/90/2016 9 www.sbcindustry.orgi ICC: www.iccsafe.org SPACING 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 Or. 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace (1) 2x4 "L' Brace ■ (2) 2x4 L Brace ■■ (1) 2x6 "L' Brace w (2) 2x6 'L" Brace vow 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 Bracing Group Species and Grades: _--) SPF #1 / #2 4' 7' 7' 10' 8' 1" 9' 3" Group A: 9' 7' 11' 0' 11' 5` 14' 0" 14' 0" 14' 0" Spruce-Pine-Fir Hem-Fir U #3 4' 4' 7' 2" 7' 8' 9' 1' 9' 5' 10' 10' 14' 0' #1 / #2 Standard - Stud 4' 4' 7' 2' 7' 7' 11' 4' 14' 0' 14' 0" 14' 0" 14' 0" I #2 Stud o HF 9' 1" 9' 5' 10' 10" 11' 4' #3 Stud I I #3 IStandnrdl Standard 4' 4' 6' 2' 6' 7' 8' 2, 8' 9' 14' 0' 14' 0" 14' 0' 14' 0' #1 4' 10' 7' 11" 9' 4, 10' 10' ill' 4' 12' 10' 13' 9" 14' 0' 14' 0" Douglas Fir-Larch 8' 2' 11' 1' 11' 6' Southern Plnewww --J S P #2 4. 7• 9' 8' 14' 0" 14' 0' 14' 0' 14' 0" #3 li #3 7' 10' 8' I" 9' 3' 9' 7' 11' 0' 11' 5' Stud _ 4' 6" 6' 6" 6' II' 8' 7" 14' 0' 14' 0' 14' 0' 14' 0" Stud #3 9' 2' Standard (� D F L Stud 4' 6' 11" 8. 7• 10' 11" 11' 4" 13' 6" 14' 0' 14' 0' 14' 0" Standard 6' 6" 6' 9' 2" 10' 11' 11' 4' 13' 6' 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' 14' 0' Group B: S #1#3#2 5' 3' 8' 11' 9' 3" 10' 7' 11' 0" 12' 7" 5' 0' 8' 10' 9' 3' 13' 1' 14' 0' 14' 0" 14' 0" 14' 0" 10' 5" 10' 10" 12' 5" 12' 11" 14' 0' 14' 0' Hem-Fir L U —F Stud 5' 0' 8' 9' 9' 2' 14' 0' 14' 0' #t & Btr - 10' S" 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 0 Standard 5' 0' 7' 6" 8' 0° 10' 1' 10' 9^ 14' 0' 14' 0" #1 12' 5' 12' 11" 14' 0' 14' 0' 14' 0" 14' 0' > S #1 5' 6' 9' 1' 9' 5" 10' 8' 11' 1' 12' 8" 13' 2' Douglas Fir-Lar I a Southern Pine*>«r #2 5' 3' 8' 11' 9' 3' 10' 7" 11' 0" 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 1" 7' 11' 8' 5' 10' 6' 10' 11" QJ -HD DFL L Stud 5' 0' 7' 11• 12' 6" 13' 0' 14' 0" 14' 0' 14' 0' 14' 0' 8' S" 10' 6' 10' 11' 12' 6" 13' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). or Standard 5' 0' 7' 0" 7' 5' 9' 4" 14' 0' 14' 0" SPF #1 / #210' 0" 12' 5" 12' 11^ 14' 0" 14' 0' ***For IPine use only Industriaload . r p d S r 5' 9' 9' 10" 10' 2` 11' 7' 12' 7' 14' 0' 14' 0' 14' 0' v #3 12' 1° 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 0 5' 6' 9' 8° 10' 1' 11' 6' 11' 11' 13' 8" 14' 0" 14' 0' 14' 0' values may u used with these grades. CD U Stud 5' 6' 9' 8' 10' 1" 11' 6' 11' 11' 13' 8" 14' 0" 14' 0" 14' 0' 14' 0' HF Standard 5' 6' 9' 8" 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes; O 9' 3' 11' 6" 11' 11' 13' 8" 14' 0" 14' 0" Wind Load deflection criterion is L/240. X #1 6' 0' 10' 0' 10' 4' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 5' 9' 12' 2' 14' 0' 14' 0" 14' 0" 14' 0" Provide uplift connections for 70 if over d P #3 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0" 14' 0" 14' 0' 14' 0' continuous bearing (5 psi TC Dead Load). S (lJ 5' 8" 9' 2" 9' 9' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0" 13' 9' 14' 0' 14' 0' Gable end supports toad from 4' 0' outtookers DFL Stud 5' 8" 9' 2' 9' 9" 11' 6° 14' 0' 14' 0" 14' 0" with 2' 0' overhang, or 12' plywood overhang. Standard 5' 6' 8' 1' 12' 0" 13' 9" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' 8' 7" 10' 9" 11' 6` 13' 8' 14' 0" 14' 0" 14' 0' 14' 0'_ 14' 0" Sync ic- iAbout Attach 'L' braces with l0d (0.128'x3.0' min) nails. Gable Truss " i 1 CO 31( For (1) 'L' brace: space nails at 2" o.c. Diagonal brace options �� in 16' end zones and 4` o.c. between zones. vertical length may be iliNv )1E 31EFor (2) 'L" braces space nails at 3' o.c. doubled when diagonal T O In 18' end zones and 6' o.c. between zones. - brace is used. Connect 18' . diagonal brace for 385# I_ r 'L` bracing must be a minimum of 80% of web "L^ O member length. at each end. Max web _ total length is 14'. Brace 81,E Gable Vertical Plate Sizes 3�31E • 2x4 DF-L #2 or Vertical Length No Splice better diagonal 1-- ' Less than 4' 0' 124 or 2X3 Vertical length shown brace; single Greater than 4' 0', but in table above. or double cut 18' less than 11' 6' 2X4 _ ' 45' (as shown) at © Greater than 11' 6' nL_ 1 © 3X upper end. ll Fl- + Refer to common truss design for / / LL/lI IJ ( 1 Q / peak, splice, and heel plates. Connect diagonal at / /ontinuous Bearing �+ midpoint of vertical web. * P-O� Refer to the Building Designer for conditions Refer to chart above for r1w 0 - -r , ength, not addressed by this detail. wwIMPORTANTaww FURNISH THISA. AD AND DRAWING TO OW ALL ALL CONTRACTORS INCLUDING TTES ON THIS HE INSTALLERS, C/ 4G1Nt� r Trusses require extreme care In fabricating,handling,shipping,Installing sod bracing. Refer to and 0 /0 REF ,w follow the latest edition of BCSI (Building Com ASCE7-10-GAB12030 practices prior to performing these functions. Installers shall by TPI and SBCA) for safety " 18575P 7 Unless noted otherwise, top chord shall have provide temporary bracing per BCSI. r DATE 10/0 _ shalt have o Properly attached structural sheathing d bottom chord �i 1/14 properly attached rigid telling. Locations shown for permanent lateral restraint of webs �IF�II Irl I of shall have bracing installed per BCSI sections H3, H7 or B10,ns applicable. Apply plates to each Face �� "� DRWG A12030ENC101014 L `—�Li �_NII 1 Refer'truss to drawings ings )60 as shown above and on the Joint Details, unless noted otherwise. nw�ngs 160A-z for standard plate positions. 0 '19/2015 OR AN ITW COMPANY Alpine'a dlvislon of 1Tw Building Components Group Inc. shall not be responsible For any deviation From (T�g this drawing, a y £allure to build the truss In conformance with ANSI/TPI 1, or For handling, shipping, (prOft 1 Installation 4 bracing of trusses. `� r engineering Scot o responsibility drawing or cover page listing this drawing,Indicates acceptance of �� A•$0 19� MAX, TAT, LD, 60 PSF solely for the design shown. The suitability and useof this drawing al O NV 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/7P' 1 Sec.2. g `O VN, -.- Earth City,MO 63045 For w re information see this job's general notes page and these web sites: ALP/ND w w.alpineltw.com, Tini www.tpinst.orgl SBCA/ www.sbcindustry.org,ICC:www.iccsnfe.org Renewal date 8/304015 MAX, SPACING 24.0" q 1 Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9" apply 2x4 "T" reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0.128" x 3.0") nails at 6" o.c. In lieu of "T" reinforcement, 2x4 Continuous Lateral Restraint applied at mid length of web is permitted with diagonal Attach each valley to every supporting truss with: (2) 16d box (0,135" x 3.5") nails toe nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 installation, Or Purlins at 24" o.c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut as shown, Or By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from 5E*x Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0". 3X4 2X4 4X4 12 ii Valley 12 Max. II r Spacing 2X4 _ X4 Pitched Cut ,i I- 8-0 0 max -{ Bottom Chord Square Cut Stubbed Valley ❑phonal Hip Valley Bottom Chord End Detail Joint Detail 4X4 oe nailed Valley ** 12 12 Max, (----- ii Common T^usses at 24" o.c. 1X3 e 1X3 6-0-0 ;D /alley Set 1X3 5X4 SPL 1X3 I (Max Spacing) II 1X3 2X4 P`)�G�g * at ?4" o.c. 0 a cs9(). Common Trusses 20-0-0 (++) i Partial Framing Supporting trusses at 24" o.c. maximum spacing. at 24" o.c. Plan ••WARNINGIrr.READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��0 PRnfi�s ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �'� TC LL 30 30 4OPSF REF VALLEY DETAIL Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and r�� N�'�NF�+ Follow the latest edition of BCSI (Building Component Safety Information, by TPI and MBCA) for safety Cf. C/A TC DL 20 15 7PSF DATE 10/01/2014 practices prior to performing these functions. Installers shall provide temporary bracingBCSI. 19575P -, Unless notedeotherwise, top chord shot have properly attached structural sheathing anperottom chord - �_, thoU have properly attached rigid ceiling. Locations Shawn for �r BC DL � l shall have bracing installed per SCSI sections B3, 97 or 910,as permanent lateral plates of webs ./' 10 10 10 PSF DRWG VAL160101014 )) of truss and position as shown above and on the Joint Details,unless bnotedpotherwses to each face . 1t_11--11 _ Refer to drawings 160A-Z for standard plate positions. l- BC LL 0 0 0 PSF AN RW COMPANY this a division of ITW Building Components Group Inc. shall not be responsible For any deviation from 0 192015 is drawing,any Failure to build the truss in conformance with ANSI/TPI 1,or For handling,shipping, TAT, LD. 60 55 57PSF installation I bracing of trusse '(j�'jp�'��/y�(y��t A seal on this drawing or cover page listing this drawing,indicates acceptance of OV/ 1�// lJ i • engineering responslblllty solely for the designP professional V �/ for an structure is the res shown, The suitability and use of this drawing 9 1A, 13369 Lakefront Drive y responsibility of the Building Designer-per ANSI/TPI 1 Sect. "-C41.0 O 20.1946�� DUR.FAC.l.zS/1.33 1.15 1.15 Earth City,MO 63045 For more information see this Job's general notes page and these web sites: C D W w " ALPINE: www,alpineitw.com,TPI: www.tpinst.org;SBCA: www.sbcindustry.orgl ICC: www.iccsafe.org SPACING 24:0" Renewal date 8130/2018 Y Hip Frame De ,,ails W4X4, Min, B Hip Frame W1.5X3 ' Typ, III mai NuNiiiiimmorall1111111...1 141IiE%.__Is! HiP 4rd piII : ins ■ System Trusses --__��\fes tback 1 111111111111111411•1 #1 Hi _I 11/ 1p r�� m�likPitched and Sheathed ■1��■�■��■■- Chord Area B Hip Frame* Bottom Chord W3X4, Min. a Attach hip frame to flat chords of ste W3X4, Min, at all overlapping Aped hips Hip Frame, 'R' pp g points with 2-10d (0,148"x3") common nails, Bottom chord of hip frame to be * attached to #1 hip with 10d common (0.148"x3") Hip frame stops at plumb cut of -r!-,nails @ 6" o,c. maximum spacing, jacks to maintain pitch continuity, ,li' Hip Frame • • •mi • • Section B— B * Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, �7See Engineer's seated design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit, purlins must be intact and properly attached, Use this detail for. Setback Stepped Hip ASCE 7-10, 140 mph, 30' Mean Hgt, System Trusses ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp C, or Hi Frame ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat Expp - Provided by truss manufacturer, Exp II, or tip frame is designed to provide where indicated,flat - ASCE 7-02, 110 mph, C, or top chords of hip frame system where indicated, Residential, WindTCDL=4 2 psf, K t100 Enclosed, Cat II, Exp C, Structural panels must be properly attached directly To hi. v- purlins, BRED PROgF ••VARNINGirr READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ••INPORTANTir FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses re Quire extreme care,e fabricating,handlin shi In ^, follow the latest ealtlon of BCS[ (Bulltlin Cam anent Snfet [nformatlon, b TPI L�. instaning nntl bracing. Refer to nntl 18876p practices prior to performing these functions Installers yshalt y and ropir for REF_ _ HIP FRAME Unless noted otherwise, to sharp shall have Provide temporary br¢cln safety ---,.y shall have a p properly shown for permanen( sheathing and bottom chard L properly attached rigid selling, Locations shown for permanent lateral restraint of webs n IE�1(�(� n� shall have^racing installed per HCS[ sections H3, B7 or BIO, as applicable. Apply plo;es to each face Ll� JjLJ I`J'\\vl I f truss and position n shown Refer to drawings 160A-Z for standard plate the saint Details, unless noted otherwise. 0.;19/2015 DRWG HIPFRAME1014 AN ITW COMPANY Aip'ne, n envision of I7V P Positions. this drawing,any follure toubolld the�ruoo Ic conformancenwiith ANSI/TPI 1,or blfor handling'shlti'in from _-_—� inst¢II¢tion 4 bracing of truss' A sent on this drnring or cover page listing this drawing,indicates acceptance of PP 9� � OQ,Z0�10� engineering responsibility solely for the design shorn. The suitability and use of this drawing O �' 13389 Lakefront Drive For any structure is the res professional D Earth City,MO 63045 For more re{ooniba¢e tins the Building Designer per ANSI/TPI 1 Sect. ALPINES www.¢lei loforcoml 7PI� www.tpinst s gerero rotes page nd these web sties: wwsbchdustry.orgl ICC' www.iccsafe,prg Renewal date 81e012015