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Plans (10) . I , , //A 5 r)-615-- oao-s-r- 11-/I6o ,541/ iiRE EIVED. i, APR 2 8 2015 I i CITY OF TIGARD I 54' BUILDING DIVISION I 5' I 10' 1 • L c_ L X c_ L LL r. Fi CJ1 m co ,_. LJ2 00 CJ2 , , ) CJ2 m o ,-- 1-- .--,. ry CJ3 r‘.) au E i m 1LUS261 4 ...x G . —1 imus ,.., 1:rri i 6 m--1LUS26 t 1 i1-1i 1- (11 e- C J1 1 I ' IN3 P 03 01 I .1- p-- 1 CI l' 2 12 ss1LUS261 e) •-co , 1 1 6---. 1 CJ3 I I , HGUS26-21 1 li 1 cr) 1 FG11/ D6 Iv ui - D7 . . cn D3 TO ' . (-) J w up x 11U28 -P i a ' --4 . 03 — Al ,, _ 02 / I11-• r FGli 1 I . Di t_ co .— _ii,.. '-) " 1 111 C J 3 „ ' ' 1 ' CJ3 - - 0-12 . , , ' ' ' 6' CJ2 CJ 'ISTICK FRAME LOWER 126" I 31'6" F , I ,--.. Customer: FOUR D CONSTRUCTION CO. -0 o c..... a) o Deso. : LOT 6 CO ADDRESS: MEDALLION MEADOWS o z Designed by: IKE ISAKSON - Z () O 0 N) •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VFD7175Z0706114947 Truss Fabricator: Truss Conponents of Oregon Jobldentification: 0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR Model Code: I RC Truss Criteria: IRC2012/TRI-2007(STD) �Ep PROF-- Engineering Software: Alpine proprietary truss analysis software. Version 16.01. A. Truss Design Loads: Roof - 42 PSF O 1.15 Duration �r"tN! F ®y Floor - N/A �' 11)575 PE ,' yr Wind - 120 MPH (ASCE 7-10-Closed) r' f Notes: 04i'06/2015 OREGON 1. Determination as to the suitability of these truss conponents for the +J structure is the responsibility of the building designer/engineer of 174,_A"'20,10e � record, as defined in ANSI/TPI 1. L D W.11 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Renedate te Bl30/2015 Garold W.Heal Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-HIPFRAME-12015EC1-P811510-P816010- Submitted by GWH 11:48:36 04-06-2015 Reviewer: GWH $ $ # Ref Description Drawing# Date 1 53393--A 15096053 04/06/15 2 53394--B 15096054 04/06/15 3 53395--C 15096055 04/06/15 4 53396--C1 15096056 04/06/15 5 53397--C2 15096057 04/06/15 6 53398--C3 15096058 04/06/15 7 53399--D 15096088 04/06/15 8 53400--D1 15096059 04/06/15 9 53401--D2 15096060 04/06/15 10 53402--D3 15096061 04/06/15 11 53403--D4 15096062 04/06/15 12 53404--D5 15096089 04/06/15 13 53405--D6 15096063 04/06/15 14 53406--D7 15096064 04/06/15 15 53407--E 15096065 04/06/15 16 53408--E1 15096066 04/06/15 17 53409--E2 15096067 04/06/15 18 53410--FG1 15096068 04/06/15 19 53411--G 15096069 04/06/15 20 53412--G1 15096070 04/06/15 21 53413--H 15096071 04/06/15 22 53414--H1 15096072 04/06/15 23 53415--J 15096073 04/06/15 24 53416--J1 15096074 04/06/15 25 53417--K 15096075 04/06/15 26 53418--K1 15096076 04/06/15 27 53419--K2 15096077 04/06/15 28 53420-43 15096078 04/06/15 29 53421--X 15096079 04/06/15 30 53422--X1 15096080 04/06/15 31 53423--X2 15096081 04/06/15 32 53424--CG 15096082 04/06/15 33 53425--CG1 15096083 04/06/15 34 53426--CJ1 15096084 04/06/15 35 53427--CJ2 15096085 04/06/15 36 53428--CJ3 15096086 04/06/15 37 53429--D4CAP 15096087 04/06/15 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR 0 CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - A) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.58 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12030ENC101014, GBLLET1N1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" requirements. AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 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. Fasten rated sheathing to one face of this frame. 4X5 \---zziar \ \\ 10 Il'ElININ/ \\ 110 6-7-8 M 18-2-4 \\!%////%\/i\\\%\/\\/;moi//// /\\%\///� ' I1 ' ../ L1 '� I_ 6-9-0 I 6-9-0 -j I< 13-6-0 Over Continuous Support ={ R=110 PLF U=12 PLF W=13-6-0 RL=11/-11 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .P�45 . OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 a*WARNINOI we READ ANO FOIIDW ALL KITES IN THIS DRAWING! CO Cy I N / TC LL 25.0 PSF 825 N4th Ave,Cornelius 012 97113 a•INPIRTANT`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'w\ Fc� 02 REF R7175- 53393 _ Trusses require extreme cora in fabricating, handling, shipping. installing and bracing. Refer to and follow Lj ..1047.,„ 9575 P� .y TC DL 7.0 PSF DATE 04/06/15 the latest edition of BCS! (Building Component safety Information. by TPI and PTCA) for safety practices prior LJ I /' to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted atherwi,e, r-....,. top chord shell nave properly attached structural sheathing and bottom chard shall have a properly attached Idllhi\ rigid ceiling. Locations shown far permanent lateral restraint of Webs shall have bracing Installed per BCS! BC DL 10.0 PSF DRW CAUSR7175 15096053 rs sect ons 53. B]or a10 es applicable. Apply plates to each race or truss and position es shown above and o the Joint Details, unless noted otherwise. Refer to drawl 160A-Z for standard plate positions. All N Alpine, division shall of a p u°any n 0 06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH ,_,E=0 , drawing. a div of ITS Building t Components Group Inc. shall n responsible Pur any tliatinn from this drawing, uny failure to build the truss in conformance with ANSIZTplbl.rar far nantlling, shipping. /t OREGON J AN ITV/COMPANY installation a bracing of trusses. Y� TOT.LD. 42.0 PSF SEQN- 159445 A reel.n thle dreeing or cover page luting this drawing. indicates socepterw of prbfesalonel engineering I 'IS*.P0.10SD Qa responsibility solely for the design shown. The Suitability and use of this drawing for any structure is the N3$I RgvanaCiiLle responsibility or the Building geeee lgnwr per ANSI/TPI 1 S .2. OLD W•kV(' DUR.FAC 1.15 FROM IKE Sacramento,CA 95828 For more information this Job's general notes pa^e and these bei . SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:wnw.alpineltw.com Y TPI s www.tpinst.org; RIGA: waw.s dustry.com; }CC: www.lcosafe.org e Renewal date 6/Mtn-Ia i T 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - B) Top chord 2x4 DF-L #1&Bet,(g) :T2 2x6 HF #2: 120 mph wind, 22.83 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC IDL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing per IRC-12 section 301.5. requirements. (w) Provide lateral bracing for inset top chord member. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Attach nailer or truss at edge of lower roof diaphragm, or use load is 2.00. purlins at 24" oc. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding load one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep x 3.5" wide along top edge, only in the area above let-in studs. DO NOT OVERCUT. Space notches no closer than 24" o/c. No knots or other lumber defects allowed within 12" of notches. Do not notch plates, in marked NNL lengths, nor in overhang or heel (first) panels. Outlooker design by others. 4X5= 3X7 / Zef NIEIN.--,.. \ �� \ r�N\ —1 10 9-1-8 10 �j� 4E41 I \\ // T2(*)N NN � 1-0-0 / h 1 e \ 1-0-0 , +18-2-4 T / %/%%/<//i/, t/1////// / / 7////1/%% ;/,'"% %% %%/) 3X5(R) III 3X5= 2X4 III L1'-` 8-5-12(NNL) >c 11-0-4 x'1 ''1 6-9-0 ›{e 12-9-0 a 9-9-0 4-10-5 4-10-11 1 19-6-0 Over Continuous Support 1 R=110 PLF U=7 PLF W=19-6-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0.44) —i ex, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-2118 'a'ARNINGI'" READ AND FOLLOW ALL!RTES ON'IRIS DRAWING! "C G 1 N S, TC LL 25.0 PSF 825 N 4th Ave,Cornell Us OR 97113 ..ITPORTANr' FURNISH THIS DRAWINg TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �� a k- , 01 REF R7175- 53394 — Trusses require extreme c ra in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 P. the latest edition of SCSI (Building Component Safety Information, byTPI and iRTCA) for safety practices prior ' • - 'fi TC DL 7.0 PSF DATE 04/06/15 to Performing these functions. tinstallers shall provide temporary bracing per SCSI. Unless noted otherwise ®� ' tap chord shell have properly attached structural sheath-ng and bottom chord shall h a properly attache. /��7�///JJ rigid ceiling. Estate ns shown for permanent lateral restraint of web shall have bracing Installed per ITCS1 SF V' p ��. .. BC DL 10.0 PSF DRW CAUSR7175 15096054 TM s 83. 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and a iS��£/" !ll�� AILL=' ' the oint Details, unless noted otherwise. Refer to drawings 160A"-Z for standard plate positions. 0 06/2015 BC LL 0.0 PSF CA—ENG GWH/GWH IV I Alpine, a division of ITD Building Components Group Inc shall not be responsible for any deviation from this drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN IrweomPAnrr installation b bracing of trusses. 0 1y�sl TOT.LD. 42.0 PSF SEQN- 159447 A seal on this drealag or cover page listing this drawing, Indieates.00.ptenae of prcfe..ionel engineering °9.20,194'b"�a�a DUR.FAC. 1 15 FROM I KE responsibility solely for the design show,. The suitability end ass of Nle drfling for any structure I.the �O�D . 1•� 8)$i RDvanaz Circle responsibility or the Building Assigner per ANSI/TPI 1 Sec.2. Sacramcnto,CA 95828 Fc, more information see this jobs general notes page and these web sites: SPACING g or24.0" JREF- 1VFD7175Z07 ALPINE: www.aipinoltw.coe: TPI: www.tpinst.arg;WTCA: www sbcindustry.corw, ; ICC:wo . ccsafe. Ral d enewate BJSOf2D15 - y a I 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - C) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2: 120 mph wind, 24.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.11" due to live load and 0.18" due to dead (a) Continuous lateral restraint equally spaced on member, load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing per IRC-12 section 301.5. requirements. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Deflection meets L/360 live and L/240 total load. Creep increase factor for dead cladding load one face, and 24.0" span on opposite face, load is 2.00. Top chord may be notched 1.5" deep x 3.5" wide along top edge, only in the area above let-in studs. DO NOT OVERCUT. Space notches no closer than 24" o/c. No knots or other lumber defects allowed within 12" of notches. Do not notch plates, in marked NNL lengths, nor in overhang or heel (first) panels. Outlooker design by others. (*) Provide lateral bracing for inset top chord member. Attach nailer or truss at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5= 7- 3X7 3X7 e `, \\ 7 10 3X5 / -..„. a '-\\ B\ 12-0-8 \\�� 3X5 III �� \3X5111 //i , I 1-0-0 / 114./ \_ \o� a : :�al ® 18-2-4 1-0-0 '/ /// ////, //i. .i/ // // // // ,/%/i //Z i/ / / , /i/,' , //////// W5 I 3X5(R) III 3X5= 3X5- 4X5 III 17 , 10-8-12(NNL) 15-9-41 li L 5-4-0 x 16-9-0 9-9-0 16-9-0 13-3-0 7-4-5 5-10-11 26-6-0 Over Continuous Support %I R=112 PLF U=8 PLF W=26-6-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ,�� RF,5. OR/-/1/-!-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 e`'ARN INGI•• READ AND FOLLOW ALL NOTES ON THIS MAIM! G fN� Q S?5 14 4th Ave,Cornelius OR 971!3 ...IMPORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C� tc� 2 TC LL 25.0 PSF REF R7175— 53395 Trusses require trema ar in fabricating. handling shipping +here n Ing a bracing. Refer ry and r n"w '19575 P 'y e latest editioneof 6L51`(Building Component Safety Information. by TPI and and for safety practices Prior - r TC DL 7.0 PSF DATE 04/06/15 o performing these functions.attached structural Provide temporary bracing per OCs(. Unless noted otherwise, ton top dchord snail have onssproperly a t nstructural ral restraint and of tommob chard shall have a properly to hetl rigid ns83.ceiling. or 81 . S shown for e. A permanent lateral res ch fa of fabs snail Peva position hewn bo per dCsi .✓ BC DL 10.0 PSF DRW CAUSR7175 15096055 A��0�—� � sections 83 BT or BDD. ns applicable. Apply plates to each face m}truss ppaltloa as shown above and the Jmint Details, unless noted otbnrwlsn, Refrr to<rawinge 16CA-Z:oras dard plate pusltions. 00'06/20 15 BC LL 0.0 PSF CA-ENG GWH/GWH I Alpena, a tliviilur of ITU Bd the g truss inecon Group Inc. shall nut b espunsihan fur any deviation from this Y• R EGON ea drawing, any failure W build the t use 1 conferments with ANSI/TPI 1,r- Pr handling, shipping, AN ITW COMPANY installation b bracing of trusses. "en 20 �g9m Q" TOT,LD. 42.0 PSF SEQN- 159450 A seel on this drawing or mover pegs listing this drawing. Indicates soceptenee or profes.ional engineering R responsibility solely for the design.bat. The suitability sod use or this drenlr.g for an immature I.the •Q, D 'w,•�� DUR.FAC. 1 .15 FROM I KE 8351 Ruvana Circle responsibility of the Building Designer par ANSVTPI 1 5.0.2. L Y• Sacramcnto,CA 95828 For more information a this job's general notes page and t web sites: ALPINE:wsw.aipiaeitw.comcTPl Swura.tpinst.org; RICA:emmi.sbdndustry comm: icp:eue•.lccsefe.org Renewaldate&3O12015 SPACING 24.0" JREF- 1VFD7175Z07 l 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - C1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 24.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 OF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W6 2x4 DF-L #2(g): :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5, load is 2.00. 4X5= T /� /2 ' ' W5 �' `'\ .// -`.;,\ 12-0-8 rte , 10 \ (a) 7/iv �� 1-0-0 �r� .\\ / s — j\7 ( 18-2-4 1-0-0 1 7I 3X51(R) III 3X7— 3X5(R) III 11'I c 19-0-8 >< 7-5-8 >I1' 7-2-12 >.....c6-0-4 6-0-4 x 7-2-12 > 7-2-12 6-0-4 6-0-4 7-2-12 13-3-0 13-3-0 26-6-0 Over 3 Supports :::R=934 R=934 U=64 W=5.5" R=1154 U=88 W=5.5" RL=235/-235 R=397 U=23 W=5.5" Note: All Plates Are 3X5 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) 0 PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .►r i . _ fiFS,.0 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 wwWARNINGtww READ AND FOLIA ALL KITTS ON THIS DRAWING! �[.J �IFI� �® 8?5 N 4th Ave,Cornelius 012 971 13 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ha, F� 2 TC LL 25.0 PSF REF R7175— 53396 Trusses require extreme cora in fabricating handlng, shipping installing and bracing. Refer to and follow 19575 P r '1. TC DL 7.0 PSF DATE 04/06/15 e latest edition of BC51 (Building Component Safety Information by TPI and WBCA) for safety practices print f. s to perfrming these functions.propeflyInstallers structushallral provide temporary bracing per all Unless noted attached otherwise. � � ,1'f top chord shell hese attached stn Lural Sheathing and temporary etom bracinord001 shall have a properly te ,,,,,rf f•j' rigid ceiling. 0' 810, a sown P r permanent lateral restraint of webs soil neve bracing installed tper SCSI (.,�' i BC DL 10.0 PSF DRW CAUSR7175 15096056 tions 33, 87 or 810, as applicable. Apply plates toeach fete of trussare position as shown above and on e, C (� fI the Joint Deta is unless noted cto also. Refer w drawl gs 160A-Z torstandard plate cos tions. o .o6no 1 5 AIS—,IJ � N e• . tl s BC LL 0.0 PSF CA-ENG GWH/GWH I Alpin a tlivlsiun oT ITW Building Cumpunants Group int snail n t ba responsible fur any deo tion from Lois OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1. u fur hndling• shipping. shiin AN ire COMPANY Instaltat lcn a orating of trusses. re* .9 �gfr 20 ,�g9m P TOT.LD. 42.0 PSF SEAN- 159453 A seal on this drawing or cover page listing this drawing. lodloetes acceptance of prefes*Iel engineering us responsibility solely for the design shown. The suitability end e of this drwlng for any structure la the Of.0 W N DUR.FAC. 1 .15 FROM I KE 8351 RuyUna GilCle responsibility of the Building Designer per ANSI/7P'1 Sae,2, S;u'ramento,CA95828 Far more Informations this job's general notes page and these web s. SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:ww,alpineitw,cam; T1.1: www.tpinst.org; WTCA:maa.sbcindustry,comt ICC:ww.ivefe,org Renewaldale 613Ot2015 1 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - C2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Dot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W6 2x4 DF-L #2(g): :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5= T / N\ / �; 3X52 7"/. 7I �'� 3X5 W5 \, 10 (—�j \ !% moi\ —I 10 12-0-8 W4`, (a) j/ 4X5/,. NNN .,;;;'<' � 4X5 1-0-0 ,' o \ �/� �I�..�-1 18 2 a 1 0 _ T' 3X5=� 2X4111 3X5= 3X5= 1.5X4 III 3X7= - 7-5-8 >I L. 19-0-8 7-2-12 �` 7-2-12 6-0-4 >l< 6-0-4 7-2-12 1_ 13-3-0 _1, 13-3-0 J Ic 26-6-0 Over 3 Supports ={ R=860 U=52 W=5.5" R=1158 U=100 W=5.5" RL=205/-205 R=321 U=5 W=5.5" Design Crit: IRC2012/TPI-2007(STD) EP PRC+F� PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .Pt iliii,oirii"...'SS' OR/-/1/-/-/R/- Scale =.187511/Ft. ••WARNING!•• READ AND Foca ALL ISMS ON THIS DRAWING! & C4 .4.111V TC LL 25.0 PSF Truss Compponents Cornelius 503)337 118 aallpORTANr•• RADISH THIS DRAWING TO ALL COIRMDTDRS INCLUDING THE INSTALLERS. REF 87175- 53397 S25N4h.4ee,Cornahus0 97113 in Fabricatin handling, shipping, install and bracing.Refer tu and fume 19575 PE Trusses require extreme care g. g PP installing ya m'/yr//�/'',j �j .�°' 3. TC DL 7.0 PSF DATE 04/06/15 ,e latest edition of SCSI ns.(Building Component shall Safely Ie temporary empo Information. by TPI and 1RSCSI far fe[y noted prior `J, /Y! t �n . T. o performing ha mese fpncpions, lInstallersprovide ng and ry bracing per all Unless apr perly attached Gip d cei ing.l nava properly attached s t rel lateral restraint e tr ant bottom mora shale) novo a properly a teepee 4' • BC DL 10.0 PSF DRW CAUSR7175 15096057 .P.- rigid calling. or Locations shown for permanent patarai res rat nt of webs sell , tion ng installed per dest 0 06/2015 A I' LE N -7,-.,J,:::::::7..,-::°:;.-:77:::7"._::'::.:: n a 83, 37 or Btf.illi pplleapfes A^pfy planes to each face`T[ruu and position as sawn above and , G 1 ` etJon t Details uM a tan itnerwisa. Re Tar co wings,60A-Z rir stantlard plata pus'tfins. 0 OREGON BC LL 0.0 PSF CA-ENG GWH/GWH i Alpin , a y Failure ur LTO But then''cross inecon conformance Inc. snail n t be respunsi handling, fur ,any^aviation„um anissJ drawing. any failure to build the t u.s iunfurmanue Wien ANSI/TPI 1, r fur nannlLng, snipping. tai 20 1'84' �Q. TOT.LD. 42.0 PSF SEQN- 159456 ire AN COMPANY installation&bracing of trusses. izb A seal on the.drawing or cover papa listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. Ti,.suitability and use or this dreeing for any structure i.the O/..D W W.vDUR.FAC. 1 .15 FROM I KE 8351 Rovaass Circle respan.ibllity or the Building Designer per ANSI/TPI 1 5ea.2. Sauramcntq CA 95828 For more information this Jib's general notes page and these bweb s, Renewal date 813012015 SPACING 24.0" J RE F- 1 VFD7 1 7 5 Z07 ALPINE: vee.alpine,Ce.comGTP!5 wee.tpinst.org; WTCA:wew.shclnduatry.c ;,)CG: www.lccsafe.irg • ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - C3) Top chord 2x6 HF #22 COMPLETE TRUSSES REQUIRED ' Bot chord Zx8 DF-L SS Webs 2x4 DF-L #2(g) :W3 2x4 DF-L #1&Bet.(g): Nail Schedule:0.131"x3", min, nails :W5 2x4 DF-L Std/Stud(g): Top Chord: 1 Row @12.00" o.c. :Lt Wedge 2x6 HF #2: Bot Chord: 2 Rows @ 4.00" c.c. (Each Row) Webs : 1 Row 0 4" c,c, Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails perpendicular and parallel to • (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) grain required in area over bearings greater than 4" TC- From 68 plf at 0.00 to 68 plf at 13.25 TC- From 68 plf at 13.25 to 68 plf at 26.50 120 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC- From 10 plf at 0.00 to 10 plf at 19.12 roof, RISK CAT II, EXP B, wind TC DL.4.2 psf, wind BC L=6. 0 psf, BC- From 10 plf at 19.42 to 10 plf at 26.50 PLB- 698.44 lb Conc. Load at ( 2.00,18.23), (4.00,18.23), (6.00,18.23) Wind loads and reactions based on WMFRS. PLB- 2568.55 lb Conc. Load at 8.07,18.23) PLB- 1388.36 lb Conc. Load at (10.00,18.23), (12.00,18.23) (14.00,18.23) (a) Continuous lateral restraint equally spaced on member. (16.00,18.23). (18.00,18.23), (19.00,18.23), (21.00,18.23), (23.00,18.23 (25.00,18.23) Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Install truss oriented as shown. __= DO NOT REVERSE ___ 4X8(R) III Supports and connection to supports shall be evaluated by the engineer or architect of record. Provide adequate stiffness and strength at supports. Connections by others. / 1\ 6X84 /„.,, j N. // \\` 6X8 // , @ W 4ir N, 10 7" \ / NN 10 12-0-8 \\ // W5 N NNN N v. j 1-0-0 I I 3X50)18-2-4 1 0 4X12111 8X10(R) III 6X8(B2)= H0612 .< 19-0-8 'I 7-5-8 7I 1` 8-0-8 8-0-8 >1„ 5-2-8 ›.I..c 5-10-8 7-4-8 '1 13-3-0 13-3-0 1 26-6-0 Over 3 Supports > R=6047 U=511 W=5.5" R=10521 U=768 W=5.5" R=2816 U=238 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 0)PRO, PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .y `6'op OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components ofOre on "503)357-2118 'wMARNINGI'w READ AND FOLLOW ALL ON ON THIS DRAWING! �� c,4y y TC LL 25.0 PSF REF R7175- 53398 825 N 4th Ave,Cornelius OR 97113 "I�RT^NT" '�THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1U 19575 PE — Trusses require extreme re in fabricating, handling, shipping, installing and acing. Refer to and fallow .. TC DL 7.0 PSF DATE 04/06/15 e latest edition ofBCslp(Building Component Safety information, by IP! and WTCA)rfor safety Practices prior x� `�J f,�°r /"" o performing ha these functions. Installerscstructural provide temporary bracing per ell have less noted otherwise, .y.. BC Alihi rig rigid snail have properlyshown n for pe ser cal s restraint and bottom hard shales have a properly attached �,„.+' ,. "'W1r .y.: DL 10,0 PSF DRW CAUSR7175 15096058 rigid nsl ling. Lr 9110, a sappn r par Applyp plates)ares I ofwebsto shall have bracing Installed per ec61 333,./+ /1j (� a Si, Si or alai a applicable.mAPP1Y Plat to each.awe of top and Position ms yhvwn abrpa and n 0Y/0612U15 A I1 L i)-N .' sections Details, unlessnotedether use. Refer a drawings 16nuLZ for standard plate positions. f us BC LL 0.0 PSF CA-ENG GWH/GWH Alpin a div of ITW Building Components Group Inc. shall responsible fur any deviation this 0 OREGON wing, any failure to build the truss in conformance with ANSI/TPI b 1,r fur handling, shipping, AN iTw COMPANY drawing. of this bracing r cover page listing this drawing, indicates acceptance o•protas.!enel engineering 1''?r%Ya n.2a.ase°' 'V TOT.LD. 42.0 PSF SEQN- 159549 responsibility solely for the design shown. The suitability and use Si'this drawing for any structure le the t® vi. DUR.FAC. 1 .15 FROM I KE 1351 RovGna Circle responsibility of the Building Desirer per ANSl/TPI 1 Sees. - -_ 3hci9picnly CA95823 For more information a this job's general s page and these web sites, Repewal daleBhso12o15 SPACING 24.0" JREF- 1VFD7175Z07 w ALPINE: wm .alpineitw.cam<TPI: www.tpinst.org; WTCA:www.shclnduscry.corr. ICC: www.lccsafe.org 1 0 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D) Bot chord 2X6 DF-L #2&Bet.(g) 2 COMPLETE TRUSSES REQUIRED 1 1 2 Webs 2x4 DF-L Std/Stud( ) :W2, W4 2x4 DF-L #1&Bet.(g): Nail Schedule:0.131"x3", min. nails :Lt Slider 2x4 OF-L Std/Stud(g) : BLOCK LENGTH = 1,500' Top Chord: 1 Row 012.00" o.c. :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Bot Chord: 1 Row 0 9.25" o.c. Webs : 1 Row ® 4" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 22.08 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in TC- From 68 plf at -1.00 to 68 plf at 7.94 roof, RISK CAT II, EXP 8, wind IC DL=4.2 psf, wind BC DL=6 .0 psf. IC- From 34 plf at 7.94 to 34 plf at 23.56 TC- From 68 plf at 23.56 to 68 plf at 32,50 Wind loads and reactions based on MWFRS. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.95 In lieu of structural panels use purlins to brace all flat TC w 24" OC. BC- From 10 plf at 7.95 to 10 plf at 23.55 BC- From 20 plf at 23.55 to 20 plf at 31.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead BC- From 5 plf at 31.50 to 5 plf at 32.50 load is 2.00. BC- 930.79 lb Conc. Load at 7.95,23.55 BC- 345.51 lb Conc. Load at 10.00,12.00,14.00,15.75 17.50,19.50,21.50 5X5= 1.5X4 III 5X5= ti \\ /j N / W \ 10 %/ W2 \ / 3X5 2 \\ W4-�/ \� 3X5 7-7-6 i N\ �� 1 % ❑ L �/ 3 18-2-4 1-0-01. G 4X5111 5X5= 4X8= 4X5II1 3X10(E5) III 3X10(E5) III L1 'J 11dd 7-11-4 4< 7-9-12 7-9-12 7-11-4 7-11-4 I 15-7-8 I 7-11-4 1 31-6-0 Over 2 Supports =I R=3259 U=615 W=5.5" R=3259 U=615 W=5.5" Design Crit: 1RC2012/TPI-2007(STD) ,0171:::::=615 EU PROFF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 , 1S5> OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss CompPonents of Oregon 503))357-2118 „IST „��ISH TM�DR WINGGLTOALL CONTRACTORS ON i CWOING WANING! INSTALLERS. U'? ,,A4G1 fi4s qi. TC LL 25.0 PSF REF R7175- 53399 825 N 4th Ave,Cornelius OR 97113 Trusses : ems r: in fabricating, handling, awl 19575P require ca installing and bracing. Refer tv and follow the latest dition extreme (Building Component Safety gInformation, by TPI and WTCA) for safety Practices Prior Sc ,. TC DL 7.0 PSF DATE 04/06/15 o performing these functions. cInstallers shall provide temporary bracing per BCSI. Unless noted otherwise; 1, ,Y/� Tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 'Allik,u rigid ceiling. Locations shown r perm lateral restraint of webs shell have bracing Installed per BCSI '"�� "` BC DL 10.0 PSF DRW CAUSR7175 15096088 A�� sectionsroB3. B7 or B10, as applicable. Apply plates to each face of trusst and position as shown above and a♦ (/' 06/M15 I '' < t getails unl< ted athorwlae. Rarer to draw legs iBOA_Z narandard plata Pasitlana. BC LL 0.0 PSF CA-ENG GWH/GWH l i Alp:r a divlsian oY ,-.Building Components Group Inc. shall t be r:spunsible Por any%:'::tion fru:this OREGON J drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. 4 "a„_2o,1sa� Qa TOT.LD. 42.0 PSF SEQN- 159508 A seal on twee drawing or cover pogo listing this droving, Indican.*acceptance of Prof.Salon.l engineering responsibility solely for the design shown. The aultabllity and sea of this drawing fpr any structure Is the OL O W•''r� DUR.FAC. 1.15 FROM IKE 8311 Rgvana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. secrmncnto,CA Y58?8 For more information see this jab's Damns, notes page and mese wee sites: Ranewaldale WO/201S SPACING 24.0" JREF- 1VFD7175Z07 ALPINE: waw.alpineitw.comi TPI:wwa.tpinst.org, WTfA: wvw.shcindustry.com;(ICC:www.iccsafe.org s A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - 01) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2(4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC OI-=4.2 psf, wind BC L=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W6, W8 2x4 DF-L #2(g): :W5, W7 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5(R) III 1.5X4 III 4X5(R) III 1.5X4 III / \ 0 1.5X4 Ii1 i j 0 \\ / \N /.1:f \\ // \\ W6 /7 W8 \-.-� 10 // // \\ I (a) / \ \\ 9-3-6 3X5 III j' � \ � 3X5 Ij �\ \�� O 18-2-4 1-0-0 nT t� CO ,— 1 4X5(R) III 4X8= 3X5— 3X7= 4X8= 4X5rR) III 1111 11i1 r 6-4-8 >I,- 3-6-12 19-4-85-9-12 >� 5-9-129-4-81_ 3-6-12 ,I,, 666_44_88 I_ 9-11-4 _I_ 11-7-8 _1_ 9-11-4 -J k31-6-0 Over 2 Supports ={ R=1463 U=85 W=5.5" R=1463 U=85 W=5,5" RL=183/-183 Design Crit: IRC2012/TPI-2007(STD) ,ED PROF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .' � . ' `sks$ OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357-2118 "&ARNINGI`• RFA17 ARD FOLIA ALL MOTES OR THIS URAf11M61 �. aG FF 835 N4th.Ave,Cornelius OR 97113 "IIPGRTANT'' F1AwIsx THIS GRATING TO ALL RS INCLUDING TRE INSTALLERS. CJ IQ 2 TC LL 25.0 PSF REF R7175- 53400 Trusses trema care In fabricat- ins c a 19575 P. require a lent handling or shipping, tailing and bracing.safety p t follow w TC DL 7.0 PSF DATE 04/06/15 the latest edition of BLSI (Building Component Safety Information, by TPI and*TEA) for safety prattle prior r,..e. o perform ng these functions. Installers ucnall provide temporary bracing per 0051. Unless noted otherwise. . 4116 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /' rigid ceiling. Locations shorn for permanent lateral restraint or webs shall nava bracing Installed per 0csi ,.- BC DL 10.0 PSF DRW CAUSR7175 15096059 ,4�L�)_ sections 03. a7 or au, as applicable. Apply plates to each face of truss and position as shown and on O-)06/20) N h- the faint Details, unless n tatl otherwise. Rafar to drawings 160A-Z forsstentlartl place posit V BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITA Ruliding Components croup Inc. snail teat b espanaible far any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,r ur fur handling, snipping. V. AN irwcoAnP<rrr inatalietlan&bracing of trusses. ", ''aQ.2G 1994 �1r TOT.LD. 42.0 PSF SEQN- 159510 A seal an this drawing or ewer pogo 1lsting this drwlrg. Indies..saeeptanee of prafeesIWnsl erel" clog 8351 Ruyan.,Circle responsibility soleor ly forBuithe gp shown.p he suitabi l ity and see of this dressing for any structure Is the O`O W, \` DUR.FAC. 1 .15 FROM IKE Sacramcnfg,CA 95828 For more information see this job's general notes page and c web s .newae Ridm610Of2oi5 ALPINE:wwr.alpineltw.com: TPI: wpinst.org:WTCA:www.sbcindustry tom. ICL:www.lntsa e.nrg SPACING 24.0" JREF— 1 VFD7 1 7 5 Z07 vw,t A fY 0 f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D2) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 23.74 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC OL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W5, W6, W7 2x4 OF-L #1&Bet.(g): Wind loads and reactions based on &MVFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC m 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 5X7(R) III 5X7(R) III // 11, T2 N. T �/ 1 .5X41 /2 / \ / \� �\� 1.5X4 1 7 /2. � // W5\ W7 \�� 10-11-6 10 r ///// -,;,,,,,;%/./ ,� 10 /�/ W� /11 \\ ��\ �/ // \ \\ 3X5111 1.-".................. ,% �/ � 3X5111 C 111 C7 M\ 16-2-41- 0 T 3X5= 4X5(R) III 4X8= 3X5= 4X8= 4X5 R) III L1'J [1 'J 6-4-8 5-6-12 7-7-8 5-6-12 6-4-8 6-4-8 9-4-8 9-4-8 6-4-8 1, 11-11-4 _1, 7-7-8 1 11-11-4 J I31-6-0 Over 2 Supports =1 R=1463 U=92 W=5.5" R=1463 U=92 W=5.5" RL=215/-215 Design Crit: IRC2012/TPI-2007(STD) rED PROF PLT TYP. 1TWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ,Pt •1 i FSS' OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357-2118 "1iARNINGI" REAR AND FOLLOW ALL NWS ON THIS DRAWING! �G Enc b TC LL 25.0 PSF 825 N 4t Ave,Cornelius O 97113 "I�RTA�" F'"'""5X THIS DRAWING TO ALL CDIfrRACTORS fxcwRlN6 THE INSTALLERS. O 2 REF R7175- 53401 Trusses ire extreme r in fabricating. handling. 19575P — g y or ation. Installing and bracing. Rayer tc and folio p-0: TC DL 7.0 PSF DATE 04/06/15 the latest edition eofrDCSi`<DNIlding Component Safety Information. by Tp1 and NTCA> for safety practices grebe •. r to performing he t ese functions.attached install structall pro.,ae tee.porary brat mg per SCalSI. venless notes ott Ise^ _ op vera anallnloca pon.rlysho forpe ear tural ral thingrestraint and bottom b /ord -/ shave have a properly attached ,� BC DL 10.0 PSF ,,01111164 regia ceiling. Location.shown for permanent lateral reser Int tf wags aga11 have bracing installed p SCSI /� DRW CAUSR7175 15096060 .4[uO J Nsections 03 ai or unl as noted oepply plates to each face of taro and positionto as tions��w d this 06/2015 i the Joint Details. 510, a noted applicable. otherwise. Refer es drawings ace ofZ Mar standard piste as shown Alpine, a division of ITw Building Components Group Inc. shall nutresponsible for any deviation from t OREGON J BC LL 0,0 PSF CA-ENG GWH/GWH ing, any failure to built the truss in conformance with ANSI/Tpibi, or for handling, shipping. AN BTW COMPANY �ns�ailatlen&bracing of trusses. -5lA. "a,I.20,1gcibQ TOT.LD. 42.0 PSF SEAN- 159513 A...I en this drawing or cover peg.listing this drawing. indicate.acceptance or proa.alon•I engineering responsibility safely for the design agpwn. The suitability and use of this drawing for any atr„�t„re Is w OC D W.N" DUR.FAC. 1 .15 FROM IKE 8351 Roma Cio;le respenelbility of the Building Designer per ANSIITPI 1 See.a. — Sw amcnto,CA 95828 For more information see this Job's general notes page and these web sI ALPINE: w .alpn,eltw.com: TPI: www.tpinst,org;WTCA:waw.sholndustry.com: 1,FC: www.itcsafe.urq Renewal date 613012015 SPACING 24.0" J REF- 1 VFD7 1 7 5 207 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D3) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 24.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): :W5, W6, W7 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MINFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 5X5= 5X5= 10 � \\ �� 10 "3:(5 /: \ ''' ' 3)(5 �� ----,\NN // W5 W W7 , ,N, f I " 12-7-6 Z N, \\ ^,N N'NNN W4�` (a) (a) ,/,.; Z N: 3X5 III v- �N \ „ -�,, 1-0-0 i 111 N61 ,,,5,"/ D- 01a-2-4 1-0-0 � 1- . 4X5(R) III 5X5= 3X5= 3X7= 5X5= 4X5(R) III 11 i 3X5= 3X5111 6-4-8 7-6-12 �� 3-7-8 ?„_ 7-6-12 6-4-8 6-4-8 7-6-12 3-7-8 7-6-12 6-4-8 I_ 13-11-4 _I, 3-7-8 _i_ 13-11-4 J +c 31-6-0 Over 2 Supports -1 R=1464 U=99 W=5,5" R=1388 U=86 RL=228/-237 Design Crit: !R PLT TYP. ITWBCG Wave T/RT 2%(0%)/4(0) D) 15.01 .P PROF"ss OR/-/1/-/-/R/- Scale =.1875"/Ft. Inas Components ofOre on (5031357 2118 `aBARNINGI'• READ ANO FOLLOg ALL NOItS OM THIS ORNINGS G hV fi REF R7175- 53402 P 6 R 1 ..I�gRrpyr: FuwnsN 41s DRAa1Na ro A i cornu N IVLUOI o n+e INSTALLERS. �� ,Q �y TC LL 25.0 PSF 82SN4th.4Y0,Comehus0 97 13 Trusses erne r .n fabricating, handling, snipping, installing and n carer m and renew 19575P. 9 require sof ` e n e. atnd ran ray. DATE 04/06/15 to the latest edition of ncti (Building st Component Safety ie tematlan by TPI end NTCSI for safety practices prior ,. TC DL 7.0 PSF r ase functions. Installersshall provide tempo cry bracing per BC51. Unlessnoted otherwise. topperertlmsnal lM1have proper ly attecned s c rel aM1eatM1'ng antl betmm chortl shall M1ava a properly e t'chM '' yI rigi:1=Iing, Lucatlans shown far per t"le[erel restraint ar wens ahari ha„a brecrng r stalled par 71[51 r BC DL 10.0 PSF DRW eAusR7175 15096061 A(LED)- tM1 sections 6]. BI or 610, as applicable.aApply pietas to each face taro and position as sheen above and an /�O ` — , e Jotnt Details. unless n ted atherwisa. Refer to tlrawings 160:-Z far standard plata pas t' V J BC LL 0.0 PSF CA-ENG GWH/GWH I rawir , a y fai ion of ITV Bd the g usspinecon Group Inc. shall respunslhan far any tle tion from this OREGO N drawing, any failure[u build the truss In conformance with ANSI/TPIb1. ur fur handling, shipping. AN IrweoMPONY installation a bracing of trusses. y W,� 20 ism TOT.LD. 42.0 PSF SEQN- 159499 A seal on this dreaing or never page listing this drawing, Indicates eacept.nce of pretensions)engineering responsibility solely for the design ahem,, The suitability end use of thls drawing per any structure Is the Rot a W.N DUR.FAC. 1 .15 FROM IKE responsibility RovDDD Circle the Ponsibility or tBuilding Deac lgrer per ANSI/TPI 1 Set. Sacramento,CA 95828 Per r'1""-` '`1"'''''''"'"`.1"j".'general "t"page and these web''''': ebs. Renewal date 8130/2015 SPAC I NG 24.0" JREF- 1VFD7175Z07 mr ALPINE:w .alpineitw.cem: TPI: www. pinst,org; WTCA:wam.sbcindustry.coN ICC: www. safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D4) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 24.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC DIL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): :W5, W6, W7 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MINFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC m 24" OC. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 5X5= 5X5= R! T ,\N i � /� �� 10 10 17�/ 3X5�i \ �N\3X5o �� W5 W6 W7 �� j " \ \; 12-7-6 /� (a) (a) �� ZZ \ 3X5111::z// \ „ . L----'. N 1-0-0 — cl) 18-2-4 1-0-0 4X5(R) III 5X5= 3X5= 3X7= 5X5= 4X5(R) III 3X5---- Ll X5=L1 '-1 3X5 III 7-6-12 7-6-12 6-4-8 �� 7-6-12 3-7-8 >4..c7-6-12 6-4-8 [_ 13-11-4 ,1, 3-7-8 ,I— 13-11-4 J 31-6-0 Over 2 Supports d R=1464 U=99 W=5.5” R=1388 U=86 RL=228/-237 Design Crit: IRC2012/TPI-2007(STD) a 9 PRO F PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .00 .4 . - .. OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •`'AARNINGI w• READ AND FOLLOW ALL NOIR ON THIS OWNING/ n9 tAG 1 N k-&.,, t.�O TC LL 25.0 0 PSF h R 1 REF R7175— 53403 2 •'11PORTANr•+ FURNISH 41115 DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS, 8 5 N 4t .Ave,Cornelius O 97 13 1Q Trusses require extreme cera In fabricating handling, shipping, installing and orating. Rarer t�and follow � 19575P 'y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior l o performing these functions. tInstallers all provide temporary bracing per NCSI.avUnless noted otherwise. r TC D L 7.0 PSF DATE 04/06/15 lop chord shall have properly attached structural ral sheathing and bottom chord shall have a properly trached f {{{,,,,,,pop rigid calling. Locations shown far permanentlateralarestraint of webs shall have bracing installed per BCSI . �r'�„+�. BC DL 10.0 PSF DRW CAUSR7175 15096062 .4 11---IFI- 1 O�_NI i T sections 63 B]or BtD, as applicable. Apply plates to each face f trussand position a>shown above end an O 06/20 IS LOdIglihe Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. V BC LL 0.0 PSF CA-ENG GWH/GWH i ' Alpine, a division of ITR Building Components Croup Inc. shall nut be responsible fur any deviation from this OREGON drawing, anyrailure cu build the truss in conformance with ANSI/TPI 1, or fur handling, shipping. CII AN ITW COMPANY installation&bracing of truss., w9 `..' 2b 0 teg� P TOT.LD. 42.0 PSF SEQN- 159502 A seal on this drawing or cover pegs I lsting this drawing. Indicates acceptance of professional engirnerl" responsibility solely for tdesign shorn. The suitability and use of This drawing far any structure Is he the 8351 Rovana Circle refponsiblllty of the Building Designer par ANSI/P1 1 see,2. OC D W. DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information sea this job's general notes page and these web sites: ALPINE:wwa.alpineltw.com: TPI: www.epinst.org;411-CA:waw.sbcindustry.com: IOC: www.lccsafe.org Renewal dale 8430/2015 SPACING 24.0" J RE F- 1 VFD7 1 75 Z07 s i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - 05) Top chord 2x4 DF-L #1&Bet.(g) Bot chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQUIRED I 2 Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #1&Bet.(g): Nail Schedule:0.131"x3", min. nails :Lt Slider 2x4 DF-L Std/Stud(g):� BLOCK LENGTH = 1.500' Top Chord: 1 Row 012.00" o.c. :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Bot Chord: 1 Row 011.50" o.c. Webs : 1 Row 0 4" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 22.08 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in TO- From 68 plf at -1.00 to 68 plf at 7.94 roof, RISK CAT 11, EXP 8, wind TC DL=4.2 psf, wind BC DL=6.0 psf. TC- From 34 plf at 7.94 to 34 plf at 15.60 TC- From 68 plf at 15.60 to 68 plf at 23.56 Wind loads and reactions based on MWFRS. TC- From 68 plf at 23.56 to 68 plf at 31.50 BC- From -1.00 to 5 plf at 0.00 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. BC- From 20 pif. at 0.00 to 20 plf at 7.95 BC- From 10 plf at 7.95 to 10 plf at 15.60 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead BC- From 20 plf at 15.60 to 20 plf at 31.50 load is 2.00. BC- 930.79 lb Conc. Load at 7.95 8C- 345.51 lb Conc. Load at 10.00,12.00,14.00 BC- 1366.36 lb Conc. Load at 15.60 5X5= 1 .5X4 III 5X5= NNN /7 10 7 Z,,,/ '' 'N 1 NN \Ili \ /% \ . 3X5a //' \ /1<Z/ \\ 3X5 7-7-6 \:11,›N �� d /7 /% 7 \� ' N L _ _ spy 1-0-0 - t N. // 0 \\1 1-0-0 18-2/,-4 1 4X51116X8= 1.5X4111 3X10(E5) III 6X6= 3X10(E5) III L1 ...1 7-11-4 >1< 7-9-12 >.c 7-9-12 H..‹ 7-11-4 I_ 7-11-4 I 15-7-8 _I- 7-11-4 -j I< 31-6-0 Over 2 Supports R=3280 U=471 W=5.5" R=2569 U=286 Design Crit: IRC2012/TPI-2007(STD) PR•p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.P4 t • ,S, OR/-/1/-I-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 •*WARNING I•• READ ANO FOLLOW ALL NOTES ON THIS DRAWING! �� G t N F 'p TC LL 25.0 PSF h ( 1 ••I�RAMT'• FURNISH THIS DRAWING TO ALL CONTRACTORS IItWDING T E INSTALLERS. ‘4:4;17:7 n y REF R7175- 53404 8_5 N 4t Ave,Cornelius OR 97 l3 ria C7 T require extrema emu ar in ng Component handling, snipping, installing and bracing. Refer ac and(prior ;- 1 9575 P, TC DL 7.0 PSF DATE 04/06/15 the latest edition ofractic(t. Installers Component Safety Information. byTPIand WTCSi for safety practices prior •,. to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. „,k dilbh top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling. locations shown for permanent lateral restre,nt of webs shall have bracing Installed per BM "'•",/. BC DL 10.0 PSF DRW CAUSR7175 15096089 sections 63, G]or 810, as appllcebia. Apply plates to each}ace of trussand position as shown above and o ,4 11__,J-0_ �) i nnt DatVVls finless noted otherwise. Refer to drawings 16OA_Z for standard plate posItlene. 0,,06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a di is or,of ITN Building Components Group Inc, sha n nut b responsible fur any deviation from this OREGON owing, any failure to build the truss ,n conformance with ANSI/TPI 1, yr for handling, shipping, AN IrW COMPANY dinstallation A bracing of trusses. dill. gq TOT.LD. 42.0 PSF SEM- 159521 A anal on this drawing or cover page listing this drawing. indicates eseaptenee or professional engineering �� 2D.19 G C responsibility eolely for the design shown. The suitability and um of this drawing for Any structure Is the OL D . DUR.FAC. 1 .15 FROM IKE 835111dt'80a Circle responsibility of the Building Designer per ANSI/Tgl 1 Sea.2. Saciamcnto,CA 95828 For more information sea this job's general notes page and these web s. ALPINE:w .alpineltw.com; TPI: www.tpinst.org;IN-ITA: www.sbcirdustry.cowf ICC'. wvw.lccsafe,urg Renewal date 8(30(2015 SPACING 24.0" J REF- 1 VFD7 1 7 5 Z07 w 1 1 s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D6) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.91 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in Bot chord 2x4 OF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W6, W8 2x4 DF-L #2(g): :W5, W7 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on NIWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. In lieu of structural panels use purlins to brace all flat TC w 24" OC. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 4X5(R) III 4X5(R) III 1.5X4 III in /11N 1.5X4 III 2„.„-- // \\ / \\ ,.. ,,,:‘,\\ 1 .5X4 III .,.,,, \NN.,...„. ,....-.- \.\5\\,\ 7 j! w5\ W w8\, ,--N\N,\ .....,... ”. (a)\\ `/ \ 7 1O 9-3-6 N. �/ 4 \\ /%/ \ \\ 1 �D 1 I /1/ L!L �' III 1 U 18-2,=4 4X5(R) HI 4X8= 3X5= 3X7= 4X8= 4X5(R) III L1,J 3X5 III 3X5 III 6-4-8 3-6-12 , I_ 5-9-12 >< 5-9-12 _I_ 3-6-12 6-4-8 6-4-8 9-4-8 9-4-8 6-4-8 I— 9-11-4 ,I, 11-7-8 ,l, 9-11-4 E< 31-6-0 Over 2 Supports >{ R=1464 U=85 W=5.5" R=1388 U=73 RL=164/-173 Design Crit: IRC2012/TPI-2007(STD) PR PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . '63 FFS,y� OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Components ofOre on (503)357-2118 "WARMING'•. READ AND FOLLOW ALL NOTES ON THIS DRAWING! /�Gj G 1H 825 N4tph Ave,Cornetuu OR 97113 "I RT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V` �tJ Ft�,Q Q. TC LL 25.0 PSF REF R7175- 53405_ Trusses require treed care in fabricating, handling, shipping, installing and bra�ing. Refer t and follow V 19:50. P. the latest edition of 6051 (Building Component Safety Information, by TPI and NTCA) fora sty Prectices prior 9 TC DL 7.0 PSF o Performing shone functions. installers shall provide temporary beating per BC51. Dnleas,,aced ethe.ye. p !' RDATE 04/06/15 �_ rA aP chertl snalihhave PfUPtlrly attached strutturel snea2ng antl bottom chortl sM1eaVl navaaProperlyattana g5'7/ F . rigid telling. Locations shown for permanent lateral r traint of webs shall n e brat ng i stalled per BC51 -�',,,� BC DL 10.0 PSF DRW CAUSR7l75 15096063,4��0� sections 83, B]ar u10 as applicable. Apply plates to each fecaoCf taro and position as sM1oo sabwe and n,si the.lain%Details, ,,lass noted otherwise. Refer to drawings 160A-Z fors standard plate poo ti n O' /201 5BC LL O.O PSF CA—ENG GWH/GWH I Alpne, adivisionf ITN Building Cumpunen s Group Inc. shall n esponsible for any deviation from c ORGON, any failure to build the truss in conformance with ANSI/1711 1,rur fur handling, snipping.AN ITW COMPANY installation&bracing of trusses. {.JTOT.LD. 42.0 PSF SEQN— 159516 A seal on tela drawing or cover page Ilnning thle drawing. Indicat s acceptance of professional engineering F ®rl, 199 4_C - responsibility solely for the Weign shown. The aultebllity end use of this dreeing far any etrupture Is the "t Ot D w• v DUR.FAC, 1.15 FROM I KE 835f Rovull:i Circle reeponelbllity or the Building Designer per ANSI/TPI 1 Set.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: wew,alpineite.comi TPI: www. p net.org;wTCA:wwm.sbcindustry.com: LCC: www.lec .urg Renewaldole 803012015 SPACING 24.0" JREF- 1 VFD7 1 75207 se� i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D7) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind. 23.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bet chord 2x4 OF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC 0L=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W4, W5, W6, W7 2x4 DF-L #1&8et.(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X7(R) III 5X7(R) III A T2 A , z / \ 1 .5X4 III i z / \ NN 1 .5X4 III �N / % / Wit\ NN\ ..,./ ,....-/:"? W5\\ \\\� /,--" ' ///://// \ / \\ \ 10 iNk 10-11-6 /,';'/' 7 \\ \ .„ i \\,, ., .,,,,,,,,,,,,, zz / ....., 7 ________1! • N`-_, 1 , .1,„, 1-0-0 _F ,_t_ /, , r' w i 1 1-0-0 8-2-4 T 4X5(R) III 4X8= 3X5= 3X5= 4X8= 4X5(R) III L1 l J 3X5 III 3X5 III 6-4-8 5-6-12 7-7-8 5-6-12 6-4-8 6-4-8 9-4-8 9-4-8 6-4-8 L- 11-11-4 I 7-7-8 ,j. 11-11-4 I'-' 31-6-0 Over 2 Supports =-1 R=1464 U=92 W=5.5" R=1388 U=79 RL=196/-205 Design Crit: IRC2012/TPI-2007(STD) sp-p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .F�,W3 QFF OR/-/1/-!-/R/- Scale =.25"/Ft. Truss Components of Oregon I5O3�357-?118 `wWIRNINNISH RIS ANI FOLLOW ALL O TRA ON S IN HAWING! erv.‘GIN ., Sm O TC LL 25.0 PSF REF 87175- 53406 825 N 4th Ave,Cornelius OR 97 13 "IRT T" ' THIS IganNB TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 2Trusses require e c ems r in fabricating, handling, shipping, installing and u acing. Refer to and follow19575p Y TC DL 7,0 PSF the latest edition oftBCt+c(Building Component safety Information. by TPI and WICA)rfor safety practices prior t DATE 04/06/15 o performinghe these funcac,rly Installers uctur provide sheath emaora ry tont ho per all Unless notal ov and so. /44111164, T top chard shellhave properly attached forpermanent e structural sheathing and bottom chord shall nave a properly attached DRW CAUSR7175 15096064 rigid telling. Locations shown for per tulateral restraint of w shall M1 bracing Installed peracsi 4r '"'~ BC DL 10.0 PSF A ELLE2) the loin Baa a]s,unl smote otherwise. e. IY plates drato waching face featand rd itionplate as shown w a d n — e,a t Details, doles ad otM1ewisa. Refer to drawings 160A-Z fortruss antlers plate positions. O'''o6/20 1 5 { BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a division of ITN Building components Group Inc. shall nutresponsible f any deviation from thin OREGON drawing, any failure to huild the truss in conformance with ANSI/TPIh1, ur fur handling, shipping, AN Tv/COMPANY installation 1,bracing of trusses. tJ Sri TOT.LD. 42.0 PSF SEQN- 159519 A sial on this drawing or sever page lining this draeirig, Indicate..ceepsanc..of professional engineering 7� ®11.20,ti894i ,e;!.. responsibility solely for TAO design shows. The suitability and mad of this drawing for any structure le St. O C W OUR.FAC. 1 .15 FROM I KE 5351 Roma Chyle roeponsibllity of the Building Designer per ANSI/Tel 1 Sse.2. Sacramento,CA 55521 For more information see this job's general notes Page and these web sites, SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:w w.alpineltw.com; TPI: www.ta Inst.org;WIC, www.shcindustry.com: ICC:www.lccsafe.org Renewal dale 613012015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - E) 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 68 plf at -1.00 to 68 plf at 5.94 :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 2.000' TC- From 34 plf at 5.94 to 34 plf at 9.90 :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 2.000' TC- From 68 plf at 9.90 to 68 plf at 16.83 BC- From 5 plf at -1.00 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 5.95 BC- From 10 plf at 5.95 to 10 plf at 9.89 120 mph wind, 21.24 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC- From 20 plf at 9.89 to 20 plf at 15.83 roof, RISK CAT II, EXP 8, wind TC DL=4.2 psf, wind BC DL=6 .0 psf. BC- From 5 plf at 15.83 to 5 plf at 16.83 BC- 573.17 lb Conc. Load at 5.95, 9.89 Wind loads and reactions based on MWFRS. BC- 255.73 lb Conc. Load at 7.92 In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00. 4X5(R) III 4X5(R) III 10 \ /j A�� A\ 10 NN 3X5% 3X5 5-11-6 / \�!/ \ \10(E5) III 9 \j\ �\ \NNI 1-0-0 \ / �' N 1-0-0 C -Ni 18-2-4 3X7 III 5X5----- 3X10(E5) X5=3X10(E5) III k 5-11-4 >,c 3-11-8 >I< 5-11-4 >i L- 5-11-4 j . 3-11-8 J_ 5-11-4 J 15-10-0 Over 2 Supports R=1386 U=212 W=5.5" R=1386 U=212 W=5.5" Design Crit: IRC2012/TPI-2007(STD) . p-o PLT TYP. ITWBCG Wave FT/RT=2%(0% /4(0) 15.01 .-... ?FF _ OR/-/1/-/-/R/- Scale =.375"/Ft. **WARNING!ea READ AND FOLLOW ALL IVIES ON THIS ORANINGI IN REF R7175- 53407 Truss Components Of Oregon R 97113 118 "IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. opr-\G t- O TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97 13 nQ - - Trusses require trema care in fabricating. handling, shipping, installing and bracing. Rufar S.ane fullum 19575r TC DL 7.0 PSF DATE 04/06/1 5 the latest editionaof SCSI (Building Component Safety Information by TPI and If TGA) for safety greet ccs prix o performing ha t ase fproperly attacheInstald ers structural provide temporary bratom chord per SCSI. Unless noted ettathese.r { top chord shall have properly a for pe s Lural s iand bottom chard shall nava a properly a per SC ✓, rigid ceiling. Locations Shawn r permanent lateral arestraintfhof wets snail nava bracing installed per SCSI ,�. 000 BC DL 10.0 PSF DRW CAUSR7175 15096065 f' sections S3, 67 or S10, as applicable. Apply plates to each face of fru and position as shown above and o 17 e Joint Details, motes opted otherwise. Refer to drawings 160A-Z for standard plate pnsitiona. n o 06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH A\ -N I to 1pl a, a division of ITA Ws groInc. s all nut a aspunaibla tar any devia<pn tram this OREGON failure to.,,%'="2,-.77772,-,,,-.C..withl ANs1/TPIbl,rur rut nandling, snipping. /'A AN ITA COMPANY installation S bracing of trusses. Vr TOT.LD. 42.0 PSF SEQN- 159474 A sol on this drawing or cover pegs listing this erasing, Indicate*acceptance of profssalonel engineering 9 •n.20,5g9 P responsibility solely for the design shown. The suitability and iso of this drawing for any structure le the RO 1��' DUR.FAC. 1 .15 FROM IKE 8351 Roma Circle responsibility of the Building Designer per ANSI/7P1 1 See.2. !L 0 w Sacramento,CA 95828 For more information see this Job's general notes page and these web si SPACING 24.0'* J RE F- 1 VFD7 1 7 5 Z07 ALPINE:www,alpinai[w,com; TPI: www.tp b st.org; WTCA: www,sclndustry,com; ICC: www. casef e.org RtnewM dMe 613012015 a i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - El) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC 0L=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MINERS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5= // 3X5 i // ".,N 3X5 N 7-7-3 10 1 jam\ �,\ ;. 10 .,i/ \\ \/N 1.5X4 III ///�/ \ N %/ `�\\N 1 .5X4 III -0-U (/� �'� �� :� ��\ (� 18-2-4 1�� J - V 3X7= [. 1' -1 3X5(R) III 3X5(R) III 11 H 3-9-8 7-11-0 4-1-8 ,Ic 4-1-8 7-1_l_ -11 3-9-8 >I I, 7-11-0 _1_, 7-11-0 J l 15-10-0 Over 2 Supports d R=772 U=39 W=5.5" R=772 U=39 W=5.5" RL=150/-150 Design Crit: IRC2012/TPI-2007(STD) p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .►.. 3 'Pss OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Com onentsofOre on 503)357-2118 '•7ARNINGI•• READ AND Foca ALL NOTES ON THIS DRAWING! (.$ GINE �Oy TC LL 25.0 PSF REF R7175- 53408 P b 1 ••I�ppTgNT•• FURNISH THIS DRAWING m ALL COMPACTORS INCLUDING THE INSTALLERS N4 825N4th Ave,ComehusOlt 97113 Trusses require extreme re in fabricating, handl shipping. in talc and bracing.Refer-to and fallow rmatn, a k' 19575P 9 TC DL 7.0 PSF DATE 04/06/15 the latest edition of BCBI (Building Component Safety Information, by TPI and WTCA) for safety practicesprier . to performing ha these functions. Installers structural provide temporary bracing per aCS1. Unless noted otherwise. �- r T: top chord shall have properly attached stn Lural sM1eatnny and bottom chard shall have a properly attached �, rig ltl ca ling. Locations shown fur permanent lateral reetralnt of webs hal I hevn brx ng netallsd p !CSI f' !, iiiw�� BC DL 10.0 PSF DRW CAUSR7175 15096066 I' �I � act Ions B0. B]ear flt0, as applicable. Apply plates to each fnca of tru aid position as shown..bov nd on A FL=)_, V l 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0'-'06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH 1 Alpine, a division of RTW Building components Group Inc. shall rut be responsible for any deviation from this OREGON J drawing, any failure to build the truss i conformance with ANSI/TPI 1, ur fur handling, shipping. AN RTW COMPANY installation Y bracing of tre==e,. „: TOT.LD. 42.0 PSF SEQN- 159476 A seal on thls drawing or cover peg.IIsting thi.drawing. Indicates acceptance of professional engineering 9 V®fl.20,1g9�ya� 'C `, - rewponeibility solely for the design show,. The suitability end bee of this drawing for eery structure. I.the �O�O w• \•1 DUR.FAC. 1.15 FROM IKE fr351 Ruvana Circle responsibility of the Building Designer per ANSUTPI 1 Seo.2. sat monto,CA9,878 For more information see this Jobs general notes page and these web s, SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:www.elpineltw.com; TPI: www.tpinst.org;WTCA:wew.sbclndostry.com; ICC: :www.icrsefe.org Renewaldale 613012015 THIS DBG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - E2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP 8, wind TC DL4.2 psf, wind BC OL=6.0 psf. Webs 2x4 DF-L Std/Stud?g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. 4X5= /rte 101 // \--\ \ 10 3X54 - \�\� 3X5 \ 7-7-3 / \'\N. //1 \\\\, 1.5X4 III \ \\ // \\, N 1.5X4 III // \\ / \\\ 1-0-0 q/ �/ \\� 1-0-0 _ _! 18-2-4 3X5(R) III 3X7= 3X5(R) III 3-9-8 4-1-8 4-1-8 3-9-8 7-11-0 7-11-0 7-11-0 I 7-11-0 15-10-0 Over 2 Supports R=698 U=30 R=698 U=30 RL=121/-121 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . ail s• FS OR/-/1/-/-/R/- Scale =.3751'/Ft. Truss Components of Oregon "503)357-2118 ••WIRNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINDI 4 I �� REF 8717 7 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CDNIRACTORs IICLIAIe]THE INSTALLERS, G G TC LL 25.0 PSF 8_5 N 4th Ave,Cornelius OR 97 13 F� 5- 53409 Trusses requires extreme care In ng Component SfetI handling, snipping, installing and bracing. Refer to ace follow 19575 P F TC DL 7.0 PSF DATE 04/06/15 the latest edition of 9051 (Building Component Safety Infarmntivn. by TPI end WrCA) for safety practices prior 041111164 tor' performing these Functions. ?heats Installersshall provide temporary bracing per ell ,rerun properlyss noted attached �" \('7P� r• chord Snell hhaca properly a t r pe sir Lural sheathing and of web chord hal shall have a Properly attached BC DL 10.0 PSF rigid ceiling. Locations shown far permanent lateral restraint.r wane teel I have bracing Installed Per 9tsl yy°°gg � DRW CAUSR7175 15096067 i .tions 93, 97 err 91D, as applicable, ripply plates to each face mf trussand position as shown above and on "I,_,a,—,a,".' ' I1 the Joint Datalis, unless nate?otnerw- Rater to drawings 16DA-Z rartaneara Plata pvsit;ana. 4 BC LL 0.0 PSF CA-ENG GWH/GWH A LIF) N m o robfzols Alpine, a dion of ITu Bd h t Components Group Inc. snail nut be respuns bin fur any?pp a[lon f Lois wing. any failure to bona the cross in conformance with ANSI/TPI 1, or fur handling, shipping. G' OREGON AN ITW COMPANY installation L bracing of trusses. GI TOT.LD, 42.0 PSF SEAN— 159479 A seal.n this drawing or cover pego listing this drawing, Indicates.aa.pe.nao of professional engineering 4 9^.8.20,19- responsibility he The 8351 Raven Circle aoflthe for L ding es sheen.ANSI/791 1 Se 2 and use or 1,erasing for any at,«tar.1,t,. AQtatD W•1111ti DUR.FAC. 1 .15 FROM IKE Sor.miento,CA 95828 For more information a this job's general notes page and these web e, SPACING 24.0" J REF- 1 VFD7 1 75 Z07 ALPINE:w.w.alpineltw.com; TPI: www.tpinst.org; .TCA: bew.sbcin?ustry.com; ICC:www.lccsafe.org Renewal date 660/.015. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - FG1) Top chord 2x4 HF #2 Sot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :M3, M4, M5 2x4 DF-L #2(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 4X5= El \ / ///rK k \ // \\'. 10-0-13 15.62 '\� M3 M5 \� 15.62 // ' �` // \\ li / \\ \\.. 0-0-4 �j' \ 0-0-4 3X5(D1)= 3X5(D1) 7-8-10 I 7-8-10 15-5-9 Over Continuous Support Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0 -A9 tri OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 5031357-2118 "WARNING'ie READ AND FOU-AW ALL NDTES DN THIS DRAWING! Gj� G 1 N �� TC LL 25.0 PSF P c 1 ••Iw,orirarr•• FURNISH THIS DRAWING TO ALL COWTRACTDRS INCLUDING THE INSTALLERS. & a E• o REF R7175- 53410 825 N 4th Ave,Cornelius O 97 13 ,, 4' 2 Trusses s req";re sof BCS care In ng Component Safety I snipping, installing and b.-acing. Rayer to and relive _ 19575 PE 7 TC DL 7.0 PSF DATE 04/06/1 5 the latest edition of BC51 (Building Compo,wnt Safety Information, by TPI and YWCA) for safety practices prior } `. o performing these functions. Installers shall provide temporary bracing per SCSI. Unlessnoted otherwise. cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached�� a rigid ceiling. Locationsown for permanent"lat al restraint of webs shall have bracing installed per eCsl 4111101..%,- .111W BC DL 10.0 PSF DRW CAUSR7175 15096068 A L °= th sections BD. El7ai or unlessssnooted applicable. otherwise. e. R plates drawings face f truss position as shown above and on r i Details, oleo tad oCo Refer ted isha l nrare=standard plata any deviation 0 06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH Alp division of ITE dtheBuilding Cusp Group Inc. shall nut ba responsiblehan fur any tlppiatlan from this OREGON v drawing. y fa,if.ci build sec t conformance w n ANSI Pl , handling, shipping. TOT.LD. 42.0 PSF SEAN- 159468 AN Irw eonnPANv installation a bracing trusses. CD A seal on thle drawing or cover pogo'lilting this drawing, Indicates acceptance of profesalon.l engineering IE.`an.20.999 .011?' reepuna 1St l lty solely for the daalan shown. The aNitabl l!Ty and Lea of this drawing for any sir-oar-urn Is ins O`D W• DUR.FAC. 1.15 FROM IKE x351 Ruvana Circle responsibility of the Building Designer per ANSI/TPI 1 Secs. Sacramento,CA 95828 For more information a this job's general notes pees and these web= a SPACING 24.0" JREF- 1VFD7175Z07 ALPINE: wrm.alpineiew.cum C TP1 s www.tpinst.org: RICA:www.shcindustry.cor ICC: www.iccsale.org e.orq Renewal date 8J3012015 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR 0 CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - G) Top chord 2x4 DF-L #1&Bet.(g) :12 2x4 DF-L #2(g): Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 68 plf at -1.00 to 68 plf at 7.94 :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' TC- From 68 plf at 7.94 to 68 plf at 8.50 BC- From 5 plf at -1.00 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 7.95 BC- From 10 plf at 7.95 to 10 plf at 8.50 (") 1 plate(s) require special positioning. Refer to scaled plate plot details BC- 930.79 lb Conc. Load at 7.95 for special positioning requirements. BC- 345.51 lb Conc. Load at 8.44 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Wind loads and reactions based on MWFRS. roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC OL=6.0 psf. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace alt flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 1 .5X4(**) III 4X5= gm T2 1 3X5 i �/ 7-6-4 7-7-6 \\ 3X510 ��" \/ \\ / I \�\ .y 1-0-0 ('//1 //�// . -- ,�1' . �, 0 9-1-2 VVV 1 .5X4111 4X5= 3X10(E5) III La1 '� 6"12 -9-4 4-2-0 3 4-4-0 0-6-12 I.-- 7-11-4 i 8-6-0 Over 2 Supports R=484 U=22 W=5,5" R=1610 U=301 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .00-407. OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Oregon Components of 503 357-iI 18 "WARNING]"" READ AND FOLLOW ALL NOTES ON THIS DRAWING, p g ( 15 G I N / TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ^IIH+OITTANTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 'A\ a �� 0-1.. Z REF R7175- 53411 Trusses require extreme r in fabricating. handling. shipping, installing d bracing. Refer to and follow V • 1 1)575 p� TC DL 7.0 PSF DATE 04/06/15 the latest edition of SCSI (Building Component Safety Information by TPI a ETCH) far safety practices prior — o performing these fInstallersshallprovide temporary bracing per SCSleUnless noted otherwise. • to chord ha„ properly attached structural Sheathing and bottom chord shall have a properly „ad Oagibbk rigid 1 g Locations shown For permanent lateral restraint of webs shall have bracing Installed per SCSI ,0100P • BC DL 10.0 PSF DW CAUSR7175 15096069 96069 woecto83 5'.r as r. Apply to each facauf truss and Position as shown above d Details, unless noted otherwise. Refer todrawnga,6OA_Z Far standard plate positions. 0 /06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH ,4�10 NJ I Ae1pine, a divisionof ITN Building Components Group Inc. shall nut be responsible for any deviation from this drawing, any failure to build the truss in nunfurmance with ANSI/TPI 1, ur for handling. shipping. C OREGON 0 AN Irw COMPANY installation c bracing of trusses. TOT.LD. 42.0 PSF SEQN- 159488 Aseal on this drawing or caner page listing this drawing. Indleetee acceptance of professional engineering 17//a`an.20,1990Qa responsibility solely for the design shown. The suitability end use of ihle drawing for any structure is the aw Secs. "-CIL D W �� OUR.FAC. 1.15 FROM IKE 8351 Roma Ciixle rwaponalbilisy of tBuilding Cosigner per ANSI/TPI 1 Sec . Swramcnio,CA 95828 For more Information see this job's general notes page and these web s. ALPINE: www.alpineltw.com; TPI: www.tpinst.org;WTCA. www.sbcindustry.com; ICC: www.lccsefe.org SPACING 24.0" J REF- 1 VFD7 1 7 5 Z07 Renewal date 8!313171215 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - 61) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W5 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TP1 reduction factors. 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 i Zz 3X5 // i W5 _ 8-1-0 ;i 3X5 i i \\:::‘,.\ j// \ \ Ism \\\\ 1_0_0 r:/// \ ‘� • 0 9-1-2 1 3X5= 4X5= 1 .5X4 100 1"12 3"12 4-0-4 + 4-0-4 i,1 1'12 4-0-4 4-4-0 . -------8-6-0 Over 2 Supports ={ R=453 W=5.5" R=371 U=47 RL=130/-63 Design Crit: IRC2012/TPI-2007(STD) CI PROP PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .x. 5 cs. OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-1115 •91ABNING14'e READ AND FOLLOW ALL NOTES ON THIS DRAWING! ILAG1�FF� 02 TC LL 25.0 PSF REF R7175— 53412 S25 N 4th Ave,Cornelius O 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL COI:TRACTORS INCLUDING THE INSTALLERS. Trusses redo,.extreme re in fabricating, handling, shipping, Installing and bracing.Refer to and follow .. - 1 9575 P. 7 the latest edition oofDCsl`(Bending Component Safety Information. by11.1and WTCA)far safety PracticesPrior I r . TC DL 7.0 PSF DATE 04/06/15 o performing he t lee fproperly attached structural 11 provide temporary bracing per all have Unless roily otherwise. rigIA6\ top chord ceiling. have properly a Cached stn nal sheathing end bottom chord shall have a properly attached rigid cel ling, lncatlnns shown for permanent lateral restraint of webs anal I have bracing Installed per 9es1 /4„ BC DL 10.0 PSF DRW CAUSR7175 15096070 A I' i -i)=N th sections 9Dd ails.unl ass^ted other e. R plates to wieach face-foram stand nd rdposition plate es shown above ra�tl on O 06/20 IS l Sea Joint Details antes tea otherwise. Rater to drawings l not Teres standard place ova lived BC LL 0.0 PSF CA-ENG GWH/GWH 1 Alpin a i of Int Building Co rents creep ewe anion net b responsible for any aeeiauan r this OREGON drawing, any failure to build the truss in conformanoe with ANSI/TPI 1, or Fur handling. shipping, III AN irw COMPANY installation teais bracing or coyeof r page listing this drawing, Imlostaw.aaeptarw or profa..irn.l engineering l s. '°n.20,09 P TOT.LD. 42.0 PSF SEQN- 159486 responsibility solely for this design The suitability and use or thea drawing for any Stratus Is the SOLD W•N� DUR.FAC. 1 .15 FROM I KE 335!Rovana Circle respunsIbility of the Building Designer per ANSI/TPI 1 Sec.2. _ Sacramento,CA 95828 For more information see this Job's general notes page and these web s, SPACING 24.0" JREF- 1VFD7175Z07 AIPINE: www.elpineltw,com: TP1: www.tpinst,org; WTCA:www.sbcindustry.com: IGC:www,iccsafe.org Renewal dale 6790!2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - H) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W1, W2, M6, M7 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TP1 reduction factors. Right end vertical not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Fasten rated sheathing to one face of this frame. See gable detail dwgs for additional wind bracing requirements. // 7;43K // IW2 jj M i 10-1-2 10I—j M a) // 3X5 III % 1/1 /A 1�1 1-2-7 / MR • 1 7 J_ / 1 • ,,, 9-1-2 4/„/Z//, 5X5 III L1 J 1"12 3.12 10-2-8 11" -E-10-8-0 Over Continuous Support —� R=111 PLF U=17 PLF W=10-8-0 RL=31/-8 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 0 PROP PLT TTP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .` FSS, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components on 503 357-2118 ewINARNINGIww READ AND FOLLOW ALL NOTES ON I5 DRAWING! G1NE p p S ..IMPORTANT•• ROMs!!THIS DRAWING TO ALL CONTRACTORSS IMLUO1ND TRE INSTALLERS. to lc TC LL 25.0 PSF REF R7175- 53413 825 N 4th Ave,Cornelius OR 97113 Traaaes require extrema care In fabricating handling shipping, installing and bracing. Refer tu and follow 19575 PE tand i p' TC DL 7.0 PSF DATE 04/06/15 he latest edition of 8051 (Building Component Safety Information, by TPI aWTCA) for safety practices prior J performing t BHV functions. tlestallarsuctell Prhea h tem per.ry bracing per all!. Unless notal otherwise.ied top erfor snailhh a properly a Y ched Sar ural sn ming and bottom chord shall M1Ha, a properly a[ rigid cell Ing. Locations shown far permanent laterals restraint of webs shall M1ava bracing Installed`per hGC51 -'ms's BC DL 10.0 PSF DRW CAUSR71 7 5 15096071 r.A�L�� sect oma 63. ai or 810. as applicable. Apply Refer to to ing faceoftau standard positionto as shown a and on 0 06/20 15 the Joint Details, unless noted otherwise. Refer t drawings 160A-Z far'= dareplate positions. BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a division of ITN Building components Group Inc. shall nut be responsible fur any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1. ur far handling, shipping. SEQN— 159495 AN ITW COMPANY installation A bracing of trusses. `eg 20 ae9b TOT.LD. 42.0 PSF A teal on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the •Q/ O „'•/(kV'- responsibility .FAC. 1 .15 FROM I KE 1351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 Sea.Z. I� Y' $crmisclo,CA 95828 roe more information this jobs general notes Page and there web s. SPACING 24.0" JREF— 1VFD7175207 ALPINE:www.aipineitw.com`TP1 5 www.tpinst.org:NTf.A:waw.shcindustry.com: ICC:wwe.lccsafe.org Renewal date 6!3012015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - H1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.( ) roof, RISK CAT II, EXP B, wind TC D1=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W5 2x4 DF-L #2(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 1 .5X4111 ,/i4 io �/ 3X5 i W5 % \\ (a) 10-1-2 3X5 ..--; \ i ,i ' 4iiiiiii111111111111111ftwar:. \ 1 :7 V 4'Pi _ 9-1-2 1. 1.5X4 III 3X5= 4X5= L1 iJ 1"12 3"15-2-4 5-0-4z 1'12>...: 5-2-4 " 5-4-0 I10-8-0 Over 2 Supports ={ R=547 W=5.5" R=467 U=60 RL=160/-74 Design Crit: IRC2012/TPI-2007(STD) EO PROF--, PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0 -V..i o�`�S' OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-2118 •wiARNINGt.. READ ANO FOLLOI ALL NorEs oN mils DITAUIN6t �� C�` lc� « TC LL 25.0 PSF •IIPORTAYT• FURNISH THIS DRAWING TO ALL COHIRACTORS INCLUDING THE INSTALLERS. REF R7175- 53414 825 N 4th.Ave,Cornelius OR 97113 1(/ - 19575 Pg _ Trusses require ret[rnea tarn In Pahricatl' hantlling sM1IPRIng installing and bracing. Rnfnr and£ Iluw �, .r the latest edition of BCSL (Building Component Safety Information, by TPI and WTCA) for safety Practice Prior f TC DL 7.0 PSF DATE 04/06/15 to sectionsp chord ha these functions. etl structural provide temporary ry bratom chard per BCi , Unless apr roily atter se^ cop choftl shall Locations properly attached permanent e structural s aching any bottom ashal shall have a properly attached rigid calling. or B1 , e shown for perm n ret lateral restraint of feta shall have bracing shown above per BCSI BC DL 10.0 PSF DRW CAUSR7175 15096072 63, 87 or Btp, a applicable. Apply plates to act feta of trussand position as ahpwn nbwa antl p 04Y06/2015 A FLE —N I H tM1ointapetV15s4nunless noted otherwise. Refer to drawings 16pu_Z for tandard plate positions. this OREGON BC LL PSF CA-ENG GWH/GWH l ' `�11 i Alpof ITV Building Components Group Inc. shall nut he responsible for any deviation from[ /� awing, nny failure to build the truss in canfonmance with ANSI/TPI 1, ur for handling. shipping. Y� AN Irw CAtdPANY '�tallatian N bracing of trusses. 14 an,20,,990 , TOT.LD. 42.0 PSF SEQN- 159490 A...l on thin droving or cover page listing this drawing. Indlootw•seeptanee of professional engliwring ,e responsibility solely for the assign slhari. Ti,.suitability end use of this drawing for any structure Is the �L D W r OUR.FAC. 1 .15 FROM I KE 5351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. Sacrapcnln,CA 9$825 For mare inrormntion 000 bolo;ob s general notes page and theca fab sites: Ronewaldate0130l2015 SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:waf.alpineltw.com; TPI: www. pinst.org. PTCA: wsw.sbcintluatry.com. ICL: www.lccsafe.org i1 s ' i THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - J) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L 2400f-2.OE roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" See DWGS A12015ENC101014, GBLLETIN1O14, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.S. load is 2.00. 1 If ------r—fr-- 3 2-10-0 /� 11 -I I a r . ,] !I r 0-4-0 e/ - 0 9-1-2 t //�%//,/�//�/ / ///i/////, /%/ /%�1 7 3X5(A1) Lc 1 ' 9-8-4 3"12 l< 10-0-0 Over Continuous Support >1 R=95 PLF U=22 PLF W=10-0-0 RL=10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PRO, . PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .Pt � •�`si4 OR/-/1!-/-/R/- Scale =.5"/Ft. "MANNING!". READ AND FOLLOW ALL NOTES ON THIS WANING! ` F TC LL 25.0 PSF Truss Components of Oregon (503j357-'_118 „I�� ,, FUwlyl THIS DRAWING TO ALL CONTRACTORS IxcwDlNc THE INSTALLERS. U` --- REF R7175- 53415 825 N 4th Ave,Cornelius OR 97113 ng n r t"a 11t 19575 P Trusses require extrema care in fabricating, handling shipping, installing and bracing.Refn nd follow e latest edition of SCSI (Building Component safety Information. by TPI and WTCA) for safety prattles prior -' Ir TC DL 7.0 PSF DATE 04/06/15 .. o perfomin rg these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise' 'y top chord shall have properly attached stru " [ral sheathing and bottom chord shall have a properly attached rigid ceiling. locations shown for permanent lateral r rain of webs shall have bracing installed per BM 17-411.4:''''...0 BC DL 10.0 PSF DRW CAUSR7175 15096073 A LF-0=N sections Ba, Br or BID, as applicable.totherwise. e. R ferplatesto drawing face u f trufor stand rd plate as shown above and as 0 /060:11 5 I e Joint odivils, unless noted d ong Components Refer t drawings 16 not for standard plata any deviation 0 OREGON BC LL 0.0 PSF CA-ENG GWH/GWH I s. Alpine, a division of Ibu Building truss in croup Inc. snare not be responsible r any a ng,un from this drawing, any&ailuro to build the t conformance with ANSI/TRI 1. u •- Handling. shipping, AN lrw coMr>Anrr inatailation&bracing of trusses, 'S7 an.zo,+9,e, �P TOT.LD. 42.0 PSF SEQN- 159554 A seal on this drawing or cower peso listing this drawing. Indicates eedeptanea of profewlelul engineering 9-0L.D ,w/ N DUR.FAC, 1.15 FROM IKE responsibility solely for the design sham, The sultmblllty and wdrawing e of this drilg for any stmocture Is the Y• 8351 RUVaea Circle reepansibllity of the Building Designer per ANSI/TPI 1 See.2. Sacramento CA 95828 For more information a this job's general notes page and these web s Renewal date 8!3012015 SPACING 24.0" JREF- 1VFD7175Z07 ALPINE: www.alpinaltw.com c TPI: www.tpinst.org: WTC.A:www, hcindustry.com: ICC: sww.lccsafe.org THIS ERG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - J1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in Bot chord 2x4 DF-L 2400f-2.OE roof. RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 1 .5X4; i— 3 /0...i 2-10-0 0-4-0 -------------iii9-1-2 3X5= 3X5(A1) 3"12 L 6-0-0 -I_ 3-8-4 . 1 J 1< 10-0-0 Over 2 Supports �i R=501 W=5.5" R=411 U=4 RL=45 Design Crit: IRC2012/TPI-2007(STD) E�PRO, PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0e ' p16' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon1503)357-2118 ••9ARNING1.• READ AND FOLLOW ALL MOTES ON THIS DRAWING! S4 � TC LL 25.0 PSF REF R7175- 53416 pp ••IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 19575 P p 825N4t11A�e,ComeUusO)297113 Trusses requireextreme tarn in fabricating, handling snipping• installing and bracing. Refer to and fullow the latest edition of BCS! (Building Component safety Information. by TPI and WTCA) for safety Practices Prier > d'k, TC DL 7.0 PSF DATE 04/06/15 o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted othrwise. 4.„? fd` to chord shall hnavPnshown nforr pe manenstructural lateral restraint bottom b chord shall have a properly attached n _ BC DL 10.0 PSF DRW CAUSR7175 15096074 rigid calling. or81 ,Locations sno.n r permanent Plates) r tr t of webs snail hove tracing al led per 6651 0 /06/40 15 A ILL=) N sections 03, a]or AIG, as oted otherwise. R Plates to drawings an fetavCf a and rd plate as above aM o V BC LL 0.0 PSF CA-ENG GWH/GWH i the Joint Gdivisi. uof 11 n ted vteerwisa. Rarer to Incsha l not a responsibl plate any deviation OREGON ' Alpine a division of IIT!Building t Compunancs croup Inc. snail n b responsible r any appiativn from this /1 drawing, any failure W build the t ss in n .man w h ANSI/IPI ,. ur for handling, shipping. 9 an,20,1gs/' eiP TOT.LD. 42.0 PSF SEQN- 159551 AN ITW COMPANY installation s drawing or coverep or reselonel engineering I �y♦� A ot on this 9.1.1ro or their sign sown. this drawing. !nand usetme of dr grf •ct ng 0L D W W. •' DUR.FAC.. 1 .1 5 FROM IKE responsibility eo lely for the denial shown. Tn.suitability and use or MI+droving for any structure is the — feepnneibility or the Building Designer per ANSI/TPI 1 See.2. 3351 Rosana Circle Sxrancnto,CA 95828 For more Information sae this Job's general notes page and CheSC web s ReneeeldateBiUOl2015 SPACING 24.0" JREF- 1VFD7175Z07 e ALPINE:www.alph.eitw.com; TPI: .tpinst.org; WTCA:ea..sbclndusery coom ICL: www.lccsafe.vrg 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR 0 CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - K) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DIL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on HIRERS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF cladding on one See DWGS A12015ENC1O1014, GBLLETIN1014, & GABRST101014 for gable wind bracing face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" requirements. AT 48" ofc along top edge. DO NOT O'VERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 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. Fasten rated sheathing to one face of this frame. Shim all supports to solid bearing. 4X5X5 k,, // N'\- zr I O 14-8-5 ` 6-5-0 s X7)1 . / 7''' '''' N.."-.\ / / / / -, „i/ / i'''. \ 7.2( I_A/-(64' ;Z/ j ( C\ \ \ / / // / / \ \ / \>" r/ Z � \ / / / , // / // / '''-'4 t.„....._,../ ,'A \ \ \ \ \ 2 4111 4X8(R) III 2X4111 5"8 5"8 LEI 'y�c 6-0-8 �= 6-0-8 1 l' 6-6-0 6-6-0 6-6-0 6-6-0 13-0-0 Over 4 Supports R=172 U=78 W=5.5" R=76 PLF U=20 PLF W=6-0-8 RL=135/-135 R=96 PLF U=16 PLF W=6-O-8 R=172 U=78 W=5.5" Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) f p PRO PLT TYP. ITWBCG Wave FT/RT=2% 0% /4 0 15.01 .►-. •s fiFS ( ) ( ) t,, OR/-/1/-/-/R/- Scale =,37511/Ft, Truss Components of Oregon503)357.2118 •'WARNINGI ww READ AND FOLLOW ALL MOTES ON THIS DRAWING! 9 G I1V 825 N 4th Ave,Cornelius OR 97113 INPORiANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCJAIND THE INSTALLERS. C9 N �F,Q OZ TC LL 25.0 PSF REF R7175- 53417 Trusses require extrema care in fabricating, handling snipping installing and bracing. Refer to and fallow Wd 19575•,,- 9 _ the latest edition of SCSI (Building Component Safety Information by TPI and NTCA) for safety practices prior ,0 PSF o performing thee functions. Iestalhnenhall provide temporary bracing per SCSI. Unless noted otherwise r-, TC DL 7 DATE 04/06/15 top chord shall have properly attached structural sheathing and bottom chord shall he a properly attached kyr rigid calling. Locations shown por permanent lateral restraint of webs shall have bracing installed per SCSI of BC DL 10.0 PSF DRW CAUSR7175 15096075 fM tions 83 07 or 81U. es applicable. Apply plates t each face of-truss and position as shown above and o A(1 ) I I sections nt Deta la unless natal ather,•-ae Rafwr to draw 1fiLlA- rand p pealtrn a 04 06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH A D 1 �I y� z far's and late OREGON IJ Alpine a tlivis ion of n'N 6uflding Cumpune s Group inc shall rot he respynsib la Pur any dw ia[lun Prum[his drawing, any failure to build the truss in conformance with ANSI/TPI 1, ur fur handling, shipping, AN ITW COMPANY installation b bracing of trusses. em `'t TOT.LD. 42.0 PSF A WWII on this drawing or coyer pige listing this drawing, indicates acceptance of professional engineering 9 xo,ie Q SEQN 159557 responsibility solely for the design sheen. The suitability and use of this drawing for any structse is ew RC)LD W•�� DUR.FAC. 1.15 FROM IKE 8351 Rwana Circle responsibility or VIE Building Designer per AN51/7p1 t Swe.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sr ALPINE:www.elpineltw.com. TPI: www.tpinst.org; WTCA, www.nbcindustry.com: ICC:www.iccsafe.org Renewaldate OddOt2O'15 SPACING 24.0" J REF- 1 VFD7 1 7 5Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - K1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in • Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC OIL=4.2 Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): psf, wind BC DL=6.0 psf. Wind loads and reactions based on WNFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 5X5---='- m X5=m ,,./ZW2 ,..-- ' /6-5-0 / // 6X8= \\�10I77/ � \ . : a 4X5 4X5 1-0 0 � �i 8 ��\, 1-0-0 m _■■ 1 \ @ 7 10-8-0 1, LI-0-2j 3X5 III 3X5 III r4192_511 I 6-6-0 '1` 6-6-0 'I 6-6-0 6-6-0 6-6-0 6-6-0 < 13-0-0 Over 2 Supports R=673 W=5.5" R=673 W=5.5" RL=120/-120 Design Crit: IRC2012/TPI-2007(STD) f O PRO PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .P .ii - FFSA, OR/-/1/-/-/R/- Scale =.37511/Ft. Truss Components of Oregon 503 357-2118 "WARNIMGI" READ AND FOLLOW ALL NOTES ON THIS MARINO! �9 C1� FF O TC LL 25.0 PSF p TeINPORTANTT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T� INSTALLERS. I O REF R7175— 53418 825 N4th Ave,Cornelius OR 97113 2 Tru require extreme re in fabricating, handling. shipping, installing and bracing. Refer to and follow 19575 P: 9 a latest teen o/`SCSI`(Sal ming Component Safety Information by TPI am 11 CA)rfor safety practicesprior TC DL 7.0 PSF DATE 04/06/15 T, to performing tneee functions. Instto e structural provide temporary trees ngho per ell h e.Unless perry otherwattached .da. top Chord ngil have punctio sy attached srr all sheathing tg poo bottom chord shell have a properly had rigid ceiling. Locations shownrpermanent labral restraint of wee shall have bracing installed per SCSI a r„ BC DL 10.0 PSF DRW CAUSR7175 15096076 A�II xecelons B3. R]ar 9t0. ae applicable. Apply Plates to each Tecaf truss and position as ahewn aboveandan LLJ) , the joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. o io6/sots BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a division of ITV Building components Group Inc. shall not be responsible for any deviation r this to\ssOREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. AN ITw COMPANY installation,bracing of trusses. •9 `44.21:1,100 P TOT.LD. 42.0 PSF SEQN- 159436 A seal on this drawing or cover page listing this drawing. Indicates acceptance of p lona!engineering _ reeponsIbility solely for the design shown. The suitability end use of this drawing for any structure Is the OCD W.N� OUR.FAC. 1 15 FROM I KE 83.11 Roma Circle responsibility of the Building Designer per ANSI/Tel 1 Sea.2. Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: ALPINE:vww.alpineltw.com: TPI: www.tp st.org:,ITCH:waw.sbclndustry.com: ICC: www.iccsafe.org Renewal date 8!30(2015 SPACING 24.0" J REF- 1 VFD7 1 7 5 Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - K2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL-4.2 psf, wind BC OL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 5X'�KC55 /7 I N /// \ ''� W \�W4 ., 7 10 6-5-0 10 %\ �� 6X8= \\\\ 4X51 j�� B� \.�\ 3X5 j�2 \ \\2. \ /fir, i, � B �� 1►, -7r- 1_0_0 1-0-0 G ( / j�d . 10-8-0 1 2X4 III -o-2,j 3X5 III 6-6-0 6-6-0 6-6-0 6-6-0 6-6-0 "I` 6-6-0 > 6-6-0 l 6-6-0 - 13-0-0 Over 2 Supports > R=676 W=5.5" R=597 W=5.5" RL=102/-111 Design Crit: IRC2012/TPI-2007(STD) �ti4 PROFF PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .V�8,ar . 19%,..sks.> OR/-/1/-/-/R/- Scale =.37511/Ft. Truss Components ofOre on 503`357-2118 "IMENINGI p READ AND GOUDA ALL NOTES ON THIS DRAWING! C9 TC LL 25.0 PSF p S ( e'INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 REF R7175- 53419 825 N 4th Ave,Cornelius OR 97113 19575 P Trusses require extreme care in fabricatng, handling shipping installing and bracing.Refer t and fallow _ TC DL 7.0 PSF DATE 04/06/15 +e latest edition of SCSI (Building Component Safety Information by TPI and WTCA) for safety practices prior / topto chord ingSha these(properly eers shallstructural provide ng and bracing per have notes attached 7 oor shall have property attached tit ref rovide to and buttoa chnrtl r a properly attached rigid cel l log, Locations shown for permanentuleteral restraint of webs shall shell ve Erasing Installed per SCSIBC DL 10.0 PSF DRW CAUSR7175 15096077 tions 83. BT or 510, as applicable. Apply plate to each face of trussand position as shown oboes and on 0 06/2015. A n �U1 I A ne Dint oata;la, enleea nocoa otherwise. Refer co 77=',"A:%:-:=7.P.,,:.::.=:::,,,, rawings 160A-Z rortendard plata poaltVoea. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Imo, l ' V i tAlpina a tliv cion pt ISa Building Cumpunants Croup Inc. shall nut respunsl ble Pur any thin„um this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or fur handling, snipping, AN ITW COMPANY installation A bracing of trusses. '9 'en.2G,tis9� P TOT.LD. 42.0 PSF SEQN- 159439 Ararl on this drawing or cover pima listing this drawing. Indicates ecoeptenca of professional engineering responsibility solely for the design shown. The suitability and uae of this drafting for any structure is the Ro&_D VOA'''. �� DUR,FAC, 1 .15 FROM I KE 11351 Rovnna(;Mile responsibility or the Building Designer per ANSI/Tal 1 Sac.2. Sacramento,CA 95828 for more information see this jobs general notes page and these web s. Renewal date 6130(2015 SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:www.alpineltw.con; TPI: www.tpinst.org: WTCA: www.sxinaustry.com; ICC:www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - K3) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) :W2 2x4 DF-L #2(g): Wind loads and reactions based on MFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied • Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. • 5X5= //' 111 777://"/ N\ ',, j / 6X6= 10 /� \\-. 3X5(R) III �i B � y� i rmjl7I B \ 1-2-11 11 1-0-0 / tio-10-5 if if /j 10-8-0 3X5(R) III LI_o-9.1 3X5 III 1 .5X4 III 6-6-0 6-0-0 6-6-0 >I.c 6-0-0 6-6-0x 6-0-0 6-6-0 6-0-0 < 12-6-0 Over 2 Supports R=645 W=5.5" R=581 RL=100/-107 Design Crit: IRC2012/TPI-2007(STD) RSO PRIDE,. s. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0 15.01 .►i�,�1� . -;�, IS> OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 1503)357-2118 ••tARNINGI.. READ AND FOLIOS All NOTES ON THISDRAWING; ty AQ TC LL 25.0 PSF REF R7175- 53420 S�5 N 4th Ave,COrneiIUS O 97113 ••IMPORTANT'• FURNISH THIS DRAWING TO ALL GDNTRACTDRS INDwoING THE INSTALLERS. 19575 P — Trusses require extreme care in fabricating handling shipping, installing an racing. Refer to and follow 1. ,� r DATE 04/06/15 the latest edition of 0051 (Building Component Safety Information by Tpl and WTCSi far safety practices prior eor ,. / * TC DL 7.0 PSF o performing these functions. InstallersshallProv de temporary bracing per BCSI. Unless noted otherwise. 4,A.T'p(..,, ..',, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / rigid ceiling. locations shown for permanentulateral restraint ofwebsshall have bracing installed per lICs1 �) - BC DL 10.0 PSF DRW CAUSR7175 15096078 A��0� sections 01. 0]or 010, as applicable. Apply plat=s r each face o true oed position az shown above and an O'RE 7Q 15 t is the Joint Details unless noted otherwise. Refer o drawings 160A-Z Porestandard plate positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH I Alpin a division of 11.6 Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the t i -anfurman,:e with ANSI/TPI 1. r fur handling, shipping. aCj r'en.20,aee� !_P TOT.LD. 42.0 PSF SEAN- 159443 AN ITW COMPANY installation a bracing of trusses. V A seal on this drrslrg or cover pegs listing this drawing. Indicates ecosptence of prufaealonal engineering OL 0 w.r responsibility solely for the design shown. The suitability ad use of this drawing for any structure la the DUR.FAC, 1 .15 FROM I KE 8351 Roma Clii'le responsibility or the Building Designer per ANSI/TPI 1 See.2. 5uramcnto,CA 95826 For more information see this jabs general notes page and these web sites, Renewal date 6190@015 SPACING 24.0" JREF- 1VFD7175Z07 ea. ALPINE:wara.alpineitw.cum: TPI: www tpinst.org: WTCA:wsielndustry.cam; ICG:www.iccsafe.org THIS ERG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. —LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR — X) Topchord 2x4 OF-L #1&Bet.(g) 120 mph wind, 22.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #1&Bet.(g) roof, RISK CAT II, EXP B, wind IC DL-4.2 psf, wind BC DL=6.0 psf. Webs 2x4 OF-L Std/Stud(g) Wind loads and reactions based on MW'FRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TP► reduction factors. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4 III 4 ...-- / 3X5 7-7-6 1 .5X4 III \� \\ //i//' \\N _ / I_ , 1-0-0 :_: i, 16—z-4 -- 3X5(R) III 3X5= 1"1Z 1�Z 3-7-12 4-0-0 7.b- 1'12 I _ 7-9-8 7-11-4 Over 2 Supports =1 R=428 W=5.5" R=346 U=89 RL=165/-60 Design Crit: IRC2012/TPI-2007(STD) REO PROP, PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .1t*'1„dit- . limb_ S= OR/-/1/-I-/R/- Scale =.3125"/Ft. ••YARMINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI C? .10 TC LL 25.0 PSF REF R7175- 53421 Truss Components of Oregon 1503)357-2118 •.IMPORTANT•. FURNISH THIS DRAWING TO ALL CONTRACTORS IN=URING THE INSTALLERS. _ S'_'5 1\r 4th Ave,Cornelius OR 97113 ns kts' 19575 P Trusses require extreme c ra in fabricating, handling, shipping. installing and bracin . Refer to and follow TC DL 7.0 PSF DATE 04/06/15 the latest edition of SCSI (Building Component Safety Information by TPI en NTCA) for safety practices prior .., ,{.. .11 urm these v unctirly Installers structural provide temporary bratom chord per all Unless rated otherwise. `%I%/// �r o performing Yap Ford shall have Properly attached stn ural s arestr and of =shad shall have a properly attached ,:.r` BC DL 10.0 PSF DRW CAUSR7175 15096079 algid ceiling. Locutions shown for e. Apply lateral o each of w bs shall have bracing Installed per dCa1 L A - the sections 53, 87 or 610as applicable. Apply plates to eecM1 fac nuCf trusseuaed position x mown above and an Q Q(/2U 15 - e int Details, unless noted otherwise. Refer to drawings 160A-Z fostandard plate positions, OREGON BC LL 0.0 PSF CA-ENG GWH/GWH I Alpin a division of ITR Building Components Group Inc. shall esPunslbla fur any deviation from£lits drawing, any failure to build the truss 'n ca,,n,,,nce with ANSI/TPI°1,r r for handling, shipping. 9 V8O 20,199 �P TOT.LD. 42.0 PSF AN MA/COMPANY installation I,bracing of trusses. SEQN— 159423 A seal on this drawing or waver peg.listing this drawing. Indicates acceptance of prof.eslenel.ngIne.ring IA, '14,.. W m N ra.ponsibility solely for the design'Neem. The suitability end use of time drawing for any structure Is the DUR.FAC. 1 .15 FROM I KE .1'351 Ruvnna ClltiC reeponeibl Illy of the Building Designer per ANSI/TPI 1 See.a. Sacramento,CA 95828 For more information see this jobs general notes page and text web Site,cc Renewaldats6!3072015 SPACING 24.0" JREF- 1VFD7175Z07 ALPINE: wvw.alph,eltw.com: TPI: www.tpinst.org; NTCA:wvew.sbclndustry.com, ICC: www.isafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - X1) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 68 plf at 0.00 to 68 plf at 7.94 :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' BC- From 10 plf at 0.00 to 10 plf at 7.94 BC- 698.44 lb Conc. Load at 2.00, 4.00, 6.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. 120 mph wind, 22.49 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Wind loads and reactions based on IIWFRS. roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. 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 i 4X82 7-7-6 3X5 \\ 1-0-0 1/ II li II +18-2-4 3X10 III 3X5(R) III 3X10(E5) III 1"12 3-9-10 3I.c 34-1-10 Fc 7-11-4 Over 2 Supports =-1 R=1350 U=95 W=5.5" R=1366 U=96 Design Crit: IRC2012/TPI-2007(STD) , PRsp FT/RT=2%(0%)/4(0) 15.01.�e S OR/-/1/-/-/R/- Scale =.375"/Ft. PLT TYP. ITWBCG Wave ,9 Truss Com onentsofOre on (503)357--2118 we'WARIIIINGIwa READ AND Follrr ALL IUTES ox THIS DURING! ��5 �GIIJF� ,Q'L TC LL 25.0 PSF _ REF R7175— 53422 525 N 4th Ave,Cornelius OR 97 13 "IMPORTANT*. FURNISH THIS ORATING TO ALL LUNIRACTORS INCLUDING THE INSTALLERS. 411 Trusses require extreme aro in fabricating, handling, shipping, installing a ng. Refer cu and fo n aw' 19575 P p TC DL 7.0 PSF DATE 04/06/15 x latest edition of BCSIc(Building Component Safety Information byTPIand WTCA)rfor safety practices prior 4 , o performing he thhav functions.attached Installers str shall provide temporary bratom chord per all a leas noted otherwise, ' /: '0IiiikhS, top rig chord snail have properly a for pe structural sheathing and bottom chard shall have a properly attached sss...+++ BC DL 10.0 PSF DRW CAUSR7175 15096080 rigid ceiling. Locations shown r permanent lateral restraint of webs shall have bracing Installed p BC51 .4 i sections BD. B]or 810, as applicable. Apply plates a each face_o}trussand position as above end o O EG �' �' e Jalnt Details, anlasa n tad niharw�ae. Refer to drawl:::160:-Z far71:ard Plata Pasltians. G • BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a d wls�up ur ITW euumng u,mPunants Grasp tr�c. snail n<,t no raspanslbla far env devlac mn fru.this OREGON drawing, any&b.-eba to build the truss M: with ANSI/TPI 1, orPor handling, snipping. 0 t�� TOT.LD. 42.0 PSF SEQN- 159497 AN Irvy COMPANY installation a bracing of trusses. 7��n.2G,19 G` A seal on this drawing or cover page listing this drawing. Irdlcetws aoceptwme of professional engineering V — responsibility solely for w design shown. The suitability end use of trite drawing far any structure Is the OCD W � DUR.FAC. 1 .15 FROM I KE 8351 Auvang Circle responsibility or the Building Designer per ANSI/TPI 1 see.:. S;uaamcnlo,C,A 95326 Fee more information see this jab's general notes page and these m • sites: SPACING 24.0" JREF- 1VFD7175Z07 ALPINE: www.sipineltw.com, TPI: www.tpinst.org; WICA: wwa.sbcindustry ca , ICC: ,,,„„.Iccsafe.org Renewal dale 6130/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &OIMENS IONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - X2) Top chord 2x4 DF-L #2(g) 120 mph wind, 21.24 ft mean hgt. ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC OIL=4.2 psf, wind BC UL=6. 0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on NWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord five load applied per IRC-12 section 301.5. 1.5X4 III lel1 1 10 I , i // // 5-11-6 �/ 1.5X4 III 1-0-0 / IIIIIIIIIIIIII / l 0 c18-2-4 .L �� 3X5(R) III 3X5(R) III 1"12 5-7-12 112 ,1 1 2 5-9-8 'I —5-11-4 Over 2 Supports %I R=342 W=5.5" RL=124/-49 R=256 U=66 Design Crit: IRC2012/TPI-2007(STD) ■ PR•F PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0.4 '3 - cs9OR/-/1/-/-/R/- Scale =.375"/Ft. Truss ComonentsofOre on (503)357-2115 ••■ARNINGI•• READ ANO FOLIA ALL NOTES ON HIS DRANINGI �� _kGIIsi �Oy TC LL 25.0 PSF REF R7175- 53423 P ( ••I■PORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N4th Ave,Cornelius OR 97113 Tr"sses ragaire extreme are in fabricetin hendnn shipping. g Ing. 19575,. Q Installing an and bra` Refer e as r f law TC DL 7.0 PSF DATE 04/06/15 the latest edition ofunctions.(Building Component she Safety Information by brIliacing and AMA) for safety to practices prior till performing shall tM1ese functions. tachInstellarase.. 11 provide temporary tom chord per BaCSI, Unless properly atter otherwise. �,T tap chord shall lava properly n for structural sheathing ng art of cshal shall have a properly att hetl rigid ceiling. locations shown far perm lateral restraint of webs shall have bracing Installed per BCSI - � y%�►,-''s. BC DL 10.0 PSF DRW eausR7175 15096081 A�LO — etloin Bl or BTO. as noted other e. R plates to each face of fru antl ops It to as sand an t„e Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard pieta positions. o . EGO 5 BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine. a division of ITO Building Components Group Inc. shall net be responsible far any deviation from this OREGON wing, any failure to build the truss in conformance with ANSI/TPI 1, ur for handling, shipping. .0 AN ire COMPANY Anseall on responsibility dsprIwlynfor asterthe pogo listing`thispd��eng�t;Inde:e e*acceptanceof ofmpoe professionalany .neinture rinis g 9R4n'2°.19-'�1GG� OUR.FAC. 1?15 PSF FROM I KE SEQN- 59433 8351 RuvBna Circle responsibility of the Building Designer per AMSI/TPI 1 Swd.2. LD Y� Sacramento,CA 95828 Far more information see this job's general notes page end these web sites: SPACING 24.0” JREF- 1VFD7175Z07 ALPINE: ww.alpineltw.cam; TP1: www.tpinst.org:RICA: w e.sbcindostry.com: ICC:ww.lccsafe.org Renewal date 813012055 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - CG) Topchord 2x4 DF-L #1&Bet.(g) Special loads Bochord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From O plf at -1.41 to 66 plf at 0.00 :Lt Stub Wedge 2x6 HF #2: TC- From 2 pIf at 0.00 to 2 plf at 11.10 BC- From 0 plf at -1.41 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 2 plf at 0.00 to 2 plf at 11.10 BC- 123.42 lb Conc. Load at 2.66 120 mph wind, 22.04 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in BC- 320.51 lb Conc. Load at 5.491 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- 503.48 lb Conc. Load at 8.32 Wind loads and reactions based on MFRS. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. • 1 .5X4 III 3Xj ij / 7-6-8 7.07 / \\\\ A �\ �j' N \. /i ` \ N.1-0-0 OM II 18-2-4 4X5 III 3X5(R) III 3X10(G1) III 11-5-0,-1 1a1z 6-1-8 4-10-0 . U. 6-1-8 4-11-12 '1 11-1-3 Over 2 Supports = 1 R=531 U=108 W=7.028" R=585 U=130 Design Crit: IRC2012/TPI-2007(STD) , PR•p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . e �F3 at -�� FS, OR/-/1/-/-/R/- Scale =.375"/Ft. TntssComponents ofOregon 5031357-2118 "WLRNING1aa READ AND FOu.LO,ALLNQIESONTHIS°RARING! �`r/ �GSNE' 0 TC LL 25.0 PSF REF R7175— 53424 825 N 4th Ave,Cornelius OR 97113 .91FORTAWr•. in THIS DRAWING TO ALL CONTRACTORS INCLIAINO THE INSTALLERS. an ((//7� .Q Trusses require extreme re n fabrlcatino, handling, shipping installing and bracing. Refer to d follow 19575 PPS 7� TC DL 7.0 PSF DATE 04/06/15 +e latest edition ofSCSI (Building Component Safety Informetlon, byTPl and WiCA)'for safety practic prior s T rs o performing ha thhav functions. tache lstruct 11 provide ad temporary bracing d shall f Unless noted otherwise, - sop chord shall have properly attached d a "relsheathing atlbottom chard=all „a"eaproperly attache. BC DL 10.0 PSF DRW CAUSR7175 15096082 rigid telling. locations shown f permanent lateral restraint of webs shalt have bracing Installed per SCSI s BS. B]or B10ea appll bl . Apply Plates to each face of trussa+tl position as shown above and o 'I /06/2015 6/201' A L . O} A , sections Details. unless noted otherwie. Refer drwings 16/A-Z rartandard plata positions. m BC LL 0.0 PSF CA-ENG GWH/GWH LJ I Alpine, a division of 1TW Building Components croup Inc. n nut„ responsible for any devlatlun f t„is OREGON AN ITW COMPANY installation aanrac�ng"o"trusses.trussconformance with ANSI/TPI ,, f handling, shipping. TOT.LD. 42.0 PSF SEQN- 159466 A seal on tills droning or cover pogo listing this drawing. Indicates snssptance of profs..tonal engineering 9/40 n 20,'103' 9 \'4� DUR.FAC 1 .15 FROM IKE responsibility solely far the deelgn shown. TM suitability and use of this drawing for any structure Is the r D r 8351 RUvaDa Citric responalbility of the Building Designer per ANSI/TPI 1 Sep3. G• — SacramcntgCA95828 For more information see his job's gene"" rotes page and these she Renewald�teBLAOl2O15 SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:www.elpineltr.com; Tri:e p st.org;WTCA: essw.sbcinduerry c ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - CG1) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 DF-L #2 (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 66 plf at 0.00 :Lt Stub Wedge 2x6 HF #2: TC- From 2 plf at 0.00 to 2 plf at 8.27 BC- From 0 plf at -1.41 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 2 plf at 0.00 to 2 plf at 8.27 BC- 123.42 lb Conc. Load at 2.66 120 mph wind, 21,21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- 320.51 lb Conc. Load at 5.49 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MINERS. (J) Hanger Support Required, by others 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 il 7.07 / 5-10-8 _/ 1-0-0 11, �_ 18-2-4 1 ,5X4111 4X8(G1) III Le1-5-0m1 8-1-8 1"12—IT {c 8-3-4 Over 2 Supports ={ R=422 U=62 W=7.02811 R=317 U=56 Design Crit: IRC2012/TPI-2007(STD) .0 P- PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01Oir:%4GtM1/ .. ► eQ3 �FF OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 1503)357-21 18 ••raRNlxcr• READ ANO FOLLOW ALL NOTES ON THIS DRAWING! •% TCLL 25.0 PSF REF R7175- 53425 S25 N 4th Ave,Cornelius OR 97113 erI1N�ORTANT'e FURNISH THIS DRAWING TO ALL CONTRAC1DRs INCUAING THE INSTALLERS. u n fabricating, handling. shipping. talling and bracing. Refer t and fu uue18575P. 9TC DL 7.0 PSF DATE 04/06/15 then latestreditioneofrSCSIc(Building Component Safety Information bys1Pl and RICA) for safety practices prior` r„.*. to performing these functions. t Installers shall provide temporary bracing per SCSI.avUnless noted otherwise. . mp chord shall have properly attached a ral sheathing and bottom chord shall h e a properly attached t BC DL 10.0 PSF DRW CAUSR7175 15096083 rigid calling. Locatluns shown for permanent u lateral restraint of webs shall have bracing Installed per 8651 ' '• sections 63. 8l or 810. as applicable. Apply plates to each face of trussand position as shown above and on ill the want Details, unless noted otherwise. conformance to drawings 160A-Z furstandardplata positions. 0 '0612015 BC LL 0.0 PSF CA-ENG GWH/GWH f�l r- Alpin a division of ITW Building Cumpunants Group Inc. shall nut b responsible fur any deviation from this OREGON J drawing, any failure to build the t i with ANSI/TF1 1, handling, shipping. TOT.LD. 42.0 PSF SEQN- 159471 AN ITW COMPANY Installation c bracing of trusses. 9 A seal en this arcing or cover peg.listing thea drawing, lnalcetas acceptance or prefeaslwul engineering Vel.20,199 !` responsibility agilely nor the design shown. The suitability and use of this drawing for any structure Is the 'rO`o w•N DUR.FAC. 1 .15 FROM IKE R35t Rvvana Circle responsibility of thaw Building Designer per ANSI/TPI 1 See.2. — Suramcnlo,CA95828 For more information is jobs general ^ page end these web sites: SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:www.alpineltw.com: TPI: www tpinst.org: WTCA:wee sbcindustry.c . ICG: ixmr.lccsafe.org Renewaldale 613012015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - CJI) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.54 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC OL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1 .5X4 III 10 3X5�o iZ iI / 1 2-6-8 1-0-0 / m H vj _ ____ 18-2-4 3X5(R) III 1 .5X4 III 1"12 3"B 1-4-15 11; 1-8-7 1-10-3 Over 2 Supports R=175 W=5.5" RL=47/-28 R=62 U=26 Design Crit: 1RC2012/TPI-2007(STD) P-p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .P 1' . S+ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on 5031357-2118 ..WARNINO!ew READ AND FOLLOW ALL NOTES ON THIS DRAWINGI r ' G l NF � �O TC LL 25.0 PSF REF 87175- 53426 pp •.INPORTANra FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Aa 825N4thAve,Corne11Is01�971I3 care in fabricating. handling, shipping, installing u an 19575P Trusses require and bracing.ac-Tyle Rifer t follow w - 9 TC DL 7.0 PSF DATE 04/06/15 the latest edition avfrRCS! (Building Component Safety Information, by TPI and WTLA) for safety practicesprior rferm Tease functions. In talleesanhall Prov tl<2emp^rary brac�rp par GC51. lin less noted vtna n rigid cei snail nava properly a or permanent e structural lateral restraint a d of web hal shall nave a properly ntt sed rigid reeling, locations shown for perm l t lateral resirelet of webs Snell have bracing installed per 6L6I : , BC DL 10.0 PSF DRW CAUSR7175 15096084 A LUO - the sections 83 B]dr BID, as noted otherwise. e. Refercable. Apply to to drawing faceof trussnstandard tate as shown above and a 1 — 1 .. e,rant Details. sof IT noted uthnrwipon Refer to Inc.shall not torus rtl and plata any deviation 0''06/2015 BC LL 0.0 PSF CA-ENG GWH/GWH I Alpin a division of ITR Building Components Group Inc.shall n responsible for any davlaClun from this OREGON J drawing. any failure to build the t i conformance rman- with ANSI/TPib1, r fur handling, shipping, AN mw COMPANY installation&bracing of true,. ag TOT.LD. 42.0 PSF SEQN- 159427 A swi on this drwing or aster page listing this drawing, Indicates acceptance of professional engineering '�®h.20 409 !Q responsibility solely for w design sedan. Tha suitability mei use of stilling-awing drwing for any atr.cture Is e,. FOL D w• DUR.FAC. 1 .15 FROM I KE N351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacrmncnto,CA 95828 For more information see this job's genera' notes page and these web sites, SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:www.elpineitw.cam; TPI: waw tpanst.org;NTLA1 www.sbclnduscry.com; ICC:www. safe.org Renewaldale 613012015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. —LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR — CJ2) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.37 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC 0L=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1.5X4111 10 /ill i / /j 4-2-8 1.5X4 III //,/ 1-0-0 li li ,ZZ ■ IN1 `, 18-2-4 / i 3X5(R) III 3X5(R) 1"12 3-4-15 _ '�■ I l "2 1 3-8-7 H3-10-3 Over 2 Supports - • R=253 W=5.5" RL=83/-39 R=160 U=44 Design Crit: IRC2012/TPI-2007(STD) • P-� PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .t.a�3 �F'�4 OR/-/1/-/-/R/- Scale =.5"/Ft. ••WIRNINGIaw Rego AND FOLLOW ALL NOTES ON THIS DRAWIlG1 INF �Q TC LL 25.0 PSF Truss Components of Oregon 503)357-2118 r•IWPORTANrrr FURNISH THIS DRAWING TO ALL GONt1UCTBRS INCLUDING THE INSTALLERS. AJC' F REF R7175— 53427 825N4th Ave,Cornelius 0 97113 Trusses require extreme ars. in fabricatin handling, ahf installing o Q, 19575P 2 h aping, Tallan and b for safetytfer t ane`prior �r TC DL 7,0 PSF DATE 04/06/1 5 q s the latest ee than oP ncti (bull°st Component Sa prov Information by cTiiilin ane XIPCS! nor essnted practices prior Fe r performing these functions. l nstallarsuchall provide tempo Wary bracing per PCS!. Unless t se. _ top chore shall have properly attached stn tural sheathing and bottom chard shall have a properly e h tl rigid ca ling. Locations shownfor permanent lateral restraint of.webs shall have bracing Installed per BCSI 4011,...—„, BC DL 10.0 PSF DRW CAUSR7175 15oss06s ALL=)- LL= N sections 83. b7 or unless as noted applicable. e. R Plates to winM1 face trussustand position as shown above and an Joint Davila Thea tad otherwise. Rarer to drawings 160A-Z fordare plata positions. Oa REG 15 BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine. a division of ITW Building Components Group Inc. shall not be responsible fur any deviation from this OREGON drawing, any failure to build the truss i conformance with ANSI/TPI 1, r for handling, shipping, AN IT1N COMPANY inst&iiaUoe&bracing of trusses. t1 TOT.LD. 42.0 PSF $EQN- 159429 A awl on this droving or rover peg•Muting this drwlrg. Indicate*•abept ere or profession.,engineering 7 "eo.411.20,00b !Qe reepan.Ibll Ity solely the design elan. Th.suitability use of tele drawing for any structure the ROC D ‘61.1‘4 N OUR.FAC. 1 .15 FROM IKE N351 Ruvana Circle responsibility or ter&gilding Designer per ANSI/TPI 1 Seo.2. Saciamcnto,CA95828 For more Information see this jobs general notes page and these web' SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:www.alpineltw.com: TPI: wow tbinst.org: WTCA: www.sbcineustry.com: ICC:www.Iccsafe.urg Renewaldate 6/30/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - CJ3) To chord 2x4 DF-L #2(g) 120 mph wind, 21.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 OF-L #2(gg) roof, RISK CAT II, EXP B, wind TC 0L=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on IWNFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 1 .5X4111 itt 1 • 10 i Z:,zr ,..-- /// / 5-10-8 j/ 1 .5X4{II %;/ //, 4 �! _ 1-0-0 i 61 II y ■ IN 0 18-2-4 _i_ 3X5(R) III 3X5(R) III 1"12 5-4-15 3"8 1, 2 5-8-7 F 5-10-3 Over 2 Supports R=338 W=5.5" RL=122/-49 R=252 U=65 Design Crit: IRC2012/TPI-2007(STD) � PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre on 503 357-2118 •*WARNING!** READ AND FOLIDN ALL IIOTES ON THIS DRAWING! Cyd �G t N�FAp /p2 TC LL 25.0 PSF REF R7175- 53428 p ) "IIPORTANT•' FURNISH THIS DRAWING 19 ALL CONTRACTORS INCLUDING 171E INSTALLERS. 825 N4th Ave,Cornelius O 97113 Tru require extreme care in fabricatin handl in a installing ng g. g 9. shipping, tall) and bracing. Rufnr Y and Pulluw �`, 19575 P _ TC DL 7.0 PSF DATE 04/06/15 the latest edition of BCSI (Building Component Safety Information. by TPI and NTCA) for safety practicesPrior K, o performing these(properly a Installersaachtructur provide temporary bracing per all Unless noted attached r cop crura shall have properly attached structural sheathing and bottom chord shall have a properly a „ ' BC DL 10.0 PSF DRW CAUSR7175 15096086 rigid ceiling. Locations shownfor permanent u lateral restraint of webs shall have bracing Installed P BCS! /� ALF)-N does BD, ai or B10unless ass^ted otherwise. e. R plate`to eachdrawing face u f trussustand position s ancon above and on fs sections Joint Details, ouf I ted atnarwlpo is Group drawings l nut fostandard plata any de late ., BC LL 0.0 PSF CA-ENG GWH/GWH U 06/2015 I Alpin a division of !TA Building Components creep Inc. shall nut be responsible far any aealaeian rrnm this OREGON failure to build the truss i conformance with ANSI/TP! 1, ur for handling, shipping. TOT.LD. 42.0 PSF SEQN- 159431 AN ITW COMPANY installation&bracing of tresses. �} �} Ar seal on this drawing or cover pegs!luting this drawing, Indicates acceptance of professional engineering 7A en•20,1946 �/_` DU R.FAC. 1.15 FROM IKE responsibility solely for the deign steer. The suitability end use of Uls drawing for any structure la W ”e O D w. %351 RcvaDa Circle responsibility of the Building Designer per ANSI/TP1 1 Sec.2. sL Sacramento,CA 95829 Foe more information see this job's general notes page and these web sites, SPACING 24.0" JREF- 1VFD7175Z07 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; VTCA:www.sbcindustry.cowi ICL, www. ccsafe.org Renewal date 618012015 e • • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0415032--FOUR D CONSTRUCTION CO. -LOT 6 -- MEDALLION MEADOWS HILLSBORO, OR - D4CAP) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC 0L=4.2 psf, wind BC DL=6.0 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2,00. Refer to DWG PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. • 4X5= 10 10 FZ�� 1-6-9 0-0-7 .= / 1iiI1 � 0-0-7 4 118-2-4 , 1 4 1 1.5X4 III 1 3X5(D1)= 3X5(D1) 1-<---1-9-12 --H 1-9-12----",- I_ 1-9-12 .l_. 1-9-12 __J f3-7-8 Over 2 Supports R=159 W=5.5" RL=21/-21 R=159 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .'5 �S� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon {503)357-2118 a`IrAARNING1.. READ AND Foca ALL.Mores ON THIS DRAWING' 4";.' p 1 N REF R7175- 53429 825 N 4th Ave,Cornelius OR X71 t3 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS nCLUDIag THE INSTALLERS. �� \G �� Q2 TC LL 25.O PSF Trusses require extreme care in fabricating, handling, snipping, installing and bracing. Refer ro and fill luw 19575 Pppl el,. latest edition of BCSI (Building Component Safety Information. by1P1 and WTCA) for safety practices prier l- TC DL 7.0 PSF DATE 04/06/15 o performing these functions. Installersshall provide temporary bracing per BCSI oUnlessnnoted otherwise, r..y Albt 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 stalled p BCSI' •/ BC DL 10.0 PSF DRW CAUSR71 7 5 15096087 .4[1___,{F) 7 sections B3. B7 or B10, as applicable. Apply plates to each face of trussLand position as shown above and an' I the Joint Details, unless n tetl otherwise. Rarer to drawings 160A-Z'ors andartl plate positions. 0 06/—O iG I Alpine, ITN Build i,g Compune lits Grpup irk. Shan Tait be respunsibla Tor any deviatiun'rum this U VU 1.1 BC LL 0.0 PSF CA-ENG GWH/GWH drawing, :4";::::::.°L build the truss in conformance with ANSI/7P1 i, or for handling, shipping, OREGON AN RTW COMPANY installation P bracing of trusses. (ya TOT.LD. 42.0 PSF SEAN- 159559 A swi on this drawing or cover page elating thea drawing, Indle.tw acceptance of profwlonel engineering V8A.20,'Ig4a a - - re.ponsibility solely for the design shone The suitability and use of this drawing for any structure Is the /'� OUR.FAC 1 .15 FROM I KE 8351 Ruvana Circle responsibility of the Building Designer per ANSI/TPI T Sec.2. V`0 w•�� Sacramento,CA 95828 For more information a is fob's general notes page and these web sites: •• SPACING 24.0" JREF- 1VFD7175Z07 ALPINE:ma w.alpineltw.tom: TPI: www tpinst.org: PICA:www.sbcindustry.com; ICC: www.lecsafe.org Renewal delle BlSQ!2015 Gable Staid R'eil'�"or cern,ent De to i n� ` _ ^ i�Height, t ASCE _10 1.2-0 mph Wind Speed, Dfl I"ieHeight, Enclosef_ X,pcsk...i (� Kzt = 1,0 0 0r: 100 Mph Wind Spee,,, 30' Mean Height Parttrllf Enclosed, Exposure C, K.'+ - 100 Dr' 100 inph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 4 Brace r1) -- E+^oca I_i% 2x4 Brace. *1(2) ' n4 ' Era > .cci; 2<5 -- Br ace i,<2) 2xb Bruce sI Ir(=g--non Group Species -1 G Vertical. Po _ l ==_-1 'p^e ting 1!Ij1 S(pre_ies G^-a8 ci-e ` �Ij Bra=e°s I1iIGrc _p_A IGroup B-!Group A I'r-oup_B Ii;IIIII Group A 1-Gro-u B�fIIGro,Jp A1j'Group F IG-cap A lIG•o_F B-_JJII �IjlI _ _G trl -i a, 22±- ` I' 7" 7 i0" 8' 1" 9'3" I 9' __ 11' 0' a, `; I1�-0" I -' 0 -' J #Tc-.nPditodI n2hi -I_,•l_IOy+e ; I I<>rr a' 4 /' 5' 1 ° 40" 4. � I4' 0` 111, it., stud -#3 Standard 1_ " — 3'`" E 4-3 4' 4. _ 7' 7" 9' 1" I 9' 5" 10' 10' 1 i4" 14, 0" . 1 ' i' 4' 0" 1 14' G` jlI 111 StJrdnoI 2" o ? 8' 9" 10 10 I 11' 4" 12' 10' i13' 9" 14' U" i4` 0` I i ,�u 'cs Fir-Larch ^outhe-r'II 4: q' 10" 7' 11 o- I t 1 —I 111" lign- 11 r' I 14' 0" _4' I 14, 0' ! I 43 aur_l 7' ^ -I _ , Stud I ( Stud j#% 7 10 8' 9' 3' Iy 11' 0' ." 14` 0" 14' 0' 14' 0" 1i}, , III' t nunrd•r+• 1 I s 4 6 6' 7 b' li' 1V7I 9 c 10' 11° ! 1 1 3 L4_0' 14' 0" 14' 0= Cr 1 JI ("11 I- L i Lid 1 x n" I 5' F" 6' 11" I o' 7' 2' _r 11• 1 i1• 4" 0" eta ^k '�t 4 + S 9„ I 6' 1" , ;" c" 7 1'3' I t4 0' 1 1a' — 14' ( L' L #1 i #c 4 1; 6. ! 1 8„ - 10 4 Il 1' ' i1' li^ I 12• 10 14 0' i 14' 0• croup E J�I - I•` n #3 S 0,- -- j 10 7' 1.—.l' 1.- 7"I i.3' 1" i 14' 0' 14' Cr14' U" 14' 0-1 '11 Hero r_ (I /4/_/.2a' 10` 5° u 1.J _ S" I 12' 11' 14, 0" 1'd, 0" 1.4' G' 74' 0' f #1 11 Btr _ 3' 10" 3" 1 ��,� r" ,�, ! 1 Stud 5' 0" a' 9'- 9_2 J 12' 12 11 1—14' 0' 14' G" I 14.' 0` 14 0' I li Cl -I i� )ndard J U° 7'.6" 8' J''1 1L 11 G I 12' _,'--12 11" 14• 0' 14 0' I 'I I i C y V 1 1° 12' i 11 Douglas _ uthz#1 Pyne za \ 1 -._ 41 1-� I a, I. I .;1' 0" ! 1'1 �-, I l�}' 0_-t.-1.4' `1^ I�I ou ics h I ` 8° ' 23, 2' 1 14' fJ' j 14' U" 14' 0` ! 54 0` 1 I_ pl — ,�I� I-- #c �- , 3: 8' 11° L `j' 3" 10' 7' I 11 0" 12_/ 13' 114' L #1 a - I 1+' (, ; .fin, I t o __ -- I J Ir #. d- 7` 1, 8' 10 6° I 10' ii° 1a' 6" I 13 0" 14' 0' I 1 0I Il � �`I 1�1 + 5. 14' 0,• 4• J" 14' 0° Iih:a Braces s -h I E r z>s-Rat Il ( . <--� 1_)t' I stud _S 7 t1 8 10' 6` 10' 11" le' 6" 13' r,' 4• 0" 1'- „ ia' G' I I a.i be R rS2- 3 Euurd;.' 1=r' U" r� -----' -�1,rand c;l 011 ?, }.,-_ y, 40, �- ice„ 1 " 14, I :4UH 14. 0° a a y CC ' t(' 12' S" i 0, --I-- --i r r o 1x n, Fine use cal n los rr;l 55 (^ #1 #_' 9' 1 9' 10' 10' c" 1 lt' 7' ip i° 5„ 14 0' II In^I_utriar 45 -Bared wards, Group PI! -, ---4/ i ' b` j 5;10 I 10' 2 I 11' E, I 1c--t 1+, 0 L14' 0' i4' 0 14.' 0" 1.4_i0_� IL-_v_lue ray be used writ- t. e_J:_ades, - i 13' 8' 14' 0" 14' 0" l4' 4_' 0 1.:1I 0 1 Stud 5 6' 9' 8° I 10' 1" j 11' 6' 11' it 13' 14' 0' 1 0' 14__l :ood 1 r t_a5 criterion l i it T 1� a" _ I 0` I 14' 0" i ,'+' 0' 14' 0' I 14' S' 6 I I0 ,Jird Load der'tect!nr, cr-1+,erlul 1/240. ti n�trr� a' 1 4 - I - _' il' 13 a` 14' 0^ id' C" 1a' r' 14' I G" 14' G° I ^' I kl 10 9' 10' 4' i 11' :+° 12' 2' 14' 0" I �. - —}-- I Provide uplift ,-ormectnr,s For 7U ptr` ovar• h --- +_. I 14' 0_ 14' l 11' 0" 14' GI .4' 0' 4 cortnsuous bearing (5 psf TC Deed Load), tJ #2 I 5 9" 9'lJ" I0' ' I 11' 7" I 12' 1` 1,+' 10'" x_ ,0_I 14 0' is f: 14' 0" 14' 0` Gebte end supports !ceO From 4' 0' a,.elo'�4ars CU L_ `y— 9_ 99",. I 11' 6' 12' 0" 1"' yv 14' 0" 1 14' 0° 14' 0' 1-14' 0" I 14' with 2 0' o(•=rP,an or 12' plywood aver-hon I ), L I ru:r 5 8` 2" 9 11 6' tt 12' 0` 3' 4' 0' I 14 14, 0" 0 9, l - — i Standard 5' 6" 8' 9" 1 9' 1 14' G" 0' I V i 14' 0' 0. 1 I I 3 r` i lU' � 11 6" I i3' 8" 14' 0" 14' 0' � i4' 14' 14' U° _..__ hymn t About Attach "L" braces with 105 03.123,x3,0' rain) nails. 'Gable Truss j /% I E For <1) 'V brace! space nails at 2' c,c, i1 ,/ j',. �\ in 18' end zones 400 4' o.,0. between zones Diagonal. brace option: 1 1 1 I *For i2) °L" braces: + vertical length may ice -I— I 'T�t-� space nails a., 3' ac. 1 1 i / sr!u I .• t'1.) In 18' end Corm" any 6" oc. Je Vwaer, zones doubled when 1 4 ai roust be a am cf 80% of' web i bocce i. used. f'. sect I I i /" i I ' 19' +` I :L. bracing minimum ,'!° 1D l C CSEI ,J# at e' end. h--,x web 7.1 I ///, ,l :1 tel-" I 1 ( I I iLy� _ tot: length j ,.i I �• I I Erc'-B I I 1 i I `�� ,�',.n t. 14,• v �_ . I e I / I2:<4 DF-L sa n- I,I I Ii I: Ver-Moat Length 1 Nl:pii e 1 / i better' C500nalI I I fill 1 I I I I i � it iLes thor: 4' 0' 11`X4 • E1xi3� I ' I I j an 3' 0 but 2'4 / I , rter tt, I-- Ver'tical length: shown I�` k:race; slr•gte 1 ! i ! I ill table above. I ,>rr:Y i 4S" 11 or- double .cut 1 1 '14" I I 1 ,.1 I I I I ��j-o- II I10 li;zrless tlthar�an °ti�°' ?;< / ( 1 ;os shoat,% at LI' I I JL !"'",•O. 61--- � 1 / , I upo�•r Ped ice— 11 -_1■ I ni I'1 1 i 1r.I it+ F.efer to cormon truss design for V I ' I y�f .IIJ u � ° i I peak, splice, and beet plates —_— 1 // .^Cort !ou, Bearing./ I Connect JPyon.i ut I /' 9,i` :' J7 1 the F.,tWng Designer ,: r conditions I I- GGRefer to o ipo•n. of vertu web, �� I `�'�� FeLen to chart aon/e ror r •` 'XTr"PRe9 le�9_n not addressed by this rJeta 9. WAG:Y[NG -AO AND FOLLOW ALL NATES ON THIS DRAWING! 'c U:" .,. �GIVFt� Or cr F,LE!-?U-uAt_0030wiNPORTA+Tr FURNISH THI DRAWING :❑ALL CONTRACTORS INCLUDING THE INSTALLERS. �Trusses require P ure Im Fb handling, 1nlt 001 Qy 19575Ig • Follow hlatest dl - Btfa p . I 0 1 ere For osee , p c. s F a to 9�^ DATE 10/01/i0p 9 he el 1s I s .ebol prd re'4o a v bno r'-per Br„,.Unless Nod otherwise, top chord sholl prOperly attarned steocturol sheothinQ and bottom cF"^( shall hove properly F attached rigd 11' Locations shown awn For eat i r stroint n+ wei,s ✓- ',,°' • 1 -11'1 r,'1 5h 1 hove bracing tol d perB I -.ion 03, 07 orBIf .s oppll b Apply po o er.._Y , - "/"''+ ' I"� _. •,-iV1=1 1 = o truss arid position ha arov I c ,e Jcrrt ,etolo,,.n':tess notes otherwise. + - -- —' ---- -•'t N ..o d c 165A .,, positions. n �b��N � ^gam � stn Jc r'U plate d rr Alpin._ a ci..�I ion pF [TW Buit•91 r:g Cnmp0.,er*ts Groep Inc, shall n t �= tee Pr pl= c- any rlo;int!on ? Q_ E�.iQN ANI V'J i(v�PAr.rf. this dt'awln Grey Fad ur' to build tine +toss In Can£prrinnCe rlth�ANS!!TP? 1,or r'^rV-mntil!ng- >Wp!r;'. 4 If)18 `IS Ins-toga:Ion a bracing of or s. r en. 1g9$ GY MAX. QT, I__Pi, b0 c'JF A seal on this drawing or cover page listing this drawing.Indicates acceptance of pro`e.ssionol `/ engineering responsibility solely For the design shown. Thw suitability and use oe this drawing �f b gyp/ 13388 Lakehon[Dr'rya Fa-any structure Is the respor,l!nty of the &,ilslIng Designer per ANSI/TPI 1 Sect. C• YT. Earth City,MO63045 �_ are information c this job's gererxt pr-pe and These b sites r r•_r e. .,�I Fl, wwwtpn<t.a•g, SOCK xre[c:ndos try,oro; ICC 'wwCC.,10or9 Renewal date 8130,2015 MAX, PAC iNC • ' • v (JCa01. e Lie + C1. i [ _ +—' Ve^-'-I Gable 1-1^LAST Plate Sizes 1' II For c 1 t=u;5 �I II r�sym.t.:1µ- ( ) I Refer to appropriate Alpine gable detail For I -./ , mini.^,um plate sizes For vertical stods. I I f ��\` II ±.jRePr t•.'. Enyineerea trl.rss design ear peak, ----._:2------- / ��' is,`� '• snlice, web, and 'heel plo tops. II ! I\\� .""� I.(ZIP gable vertical plates overlap, use a j�✓ I \� I '\��, ,��) I single plate that covers the total ;rea of II / I \ I-,,,\ / 1 the overlapped plates to span the web. II / 1L Gcb!e ' ! I } '„ II ,^ I 1 ` \ jY `.\ P,tl_nl ' I Ii`-.\'\ i .� II Example: 1% / I) !//t,-/---\. ( ) ALength j 'V �/ i I 11 1\\\trc i 1 11 Yn 1 ; 'x4 ' *?'{t ! ' i I \��1 ( ( 1 4 Ti,---�� II — I 1 _— I I_ 'T'' ReinForcemer;t A+.tachir-lerlt Detail I I I ( _ 1 'T' Rninforcin9 T' Reinforcli, 1 I �•\' ).) /,te ( 11`3. \-'` Mer:L Member III �� - J roe-nail�/4 - DI^ - 't E cid-hail ( � /+t1 I To convert Fron "L" to '', reinforcing member, 1 Provit�'e connections- For u fiFt sr-eciF'ied an 11 multiply '7" increase by length (based on e_ p r the engineered truss design. appropriate to Alpine gable detail). II Attach each 'T' reinforcing member- with-, End Driven Nails( , Maximum allowable "T' reinforced gable vertical 10d Can-Ion f0.148"x 3.",min) Nail.s at 4" c.c. plus 1 length is 14' from top to bottom chord. <4< Halls in the top and bottom chords. r "T' reinforcing member material Cost match size, specie, and rade of the reinforcing mambo Rigid Sheathing Tcenalled Nalis I 9 ' r, --r-- — lad Common (0.148"x3",min) Toenails at 4" ec, plus / r I Y/ek Length Inc-cease o.se ,,v. T" 'Brace 4 Nails I'� t4) toenails .n the ,.op ani bottom chards. � III I i I\ ! Reinf. 1 "T'' j i II1 err j II I This delve(l to be used wit(-, the appropriate Alpine gable detail CO, ASCE I Mrbr. Size Increase Reinforcing s1 I I I wind load. II I e>:4 30 Ij member I.i I I I_1 II I I I LI I ASCE 7-05 Gable Detail Drawing=_ 1 Exnr,pte: 2x6 20 4 AI3015051R14, 412015051014, A1101505I014, \10015051014. A1-015051014, l ASCE 7 ',And-l ',And Speed 120 mph I1 I I•L,;Is I! 1 A13030051014, A12030051014, A11030051014, A10030051014, A1 4 0 310 51 01 4 Mean R g - 30 f t, Kzt = 1.I:li? I' Gable, Roof Height - T'russN...I 1 Spaced At I ASCE 7-10 Gable Detail Drawings II Gable Vertical. _ '24'o,c. SF 63 I 1 4 o.c. I I I A11515ENCI01014, A12015ENC101014, A14015ENC101014, AI6015ENC1OIOI4, II "T' ReinForcing Mer,ber.Size = 2'r4 I1 11 A13015ENC101014, Ac0015ENC101014, A20015END101014, A20015PED10I014, II "T' Brace ,,";crease (Prom Above) = 30( = 1.30 1 I I 1 A1153REr C 014 Al2030ENCIOI014, A140SOLNC. 1014. A16O.30ENC1O1014, CO 2x4 "L' Brace Length 8' 7' I 11 I I AIBOTO f 01 A2003.0NC101014, \20030 11D101014, A20030PED101014 L Maximum "T' Reinforced Gable Vertical Largos I' I I I I I II 130 5 8' 7° = 11' 2" —_ j� 1 1 1i See appropriate Alpine gable detail For mux;mum u. _inforced gable vertical iength, — Ceiling 1 1 s4 PRo,c-, "! RNI1 I x READ AND FOLLOW ALL NOTES ON THIS DRAWING! r., _-'— G 1 N '0 REF _ET T ,/pR wIMPO0TANT F'RNISH THl DPAWINV TO ALL CONTRACTORS INCLUD NG n40 INSTALLERS Mr P � 2 Trusses require ::Building reme core in I g handling. snipping,installing abracing. Refer toand 19575 FDATE 10%01/14t -Eesey+ f 4 :B Ip p p Safety nor t by TPI d SBCA ' ty practices prior o performing hese functions. instaiiers shall provide •po ary bracing per S_ J s notedotherwise, tap chord f 11 4!e properly attached structural. sheathing and Ootto^ Cra ! l' I �t i `i _ uBLLETjNllL shall hove properly attached rigid c ! Locations Por permanent lateral restraint of ,V2..,5 shad have bracing -t i d perBC sections e 57orBIG, es applicable Apply plates to each face Zr,:„,'1�11 I�JI r\:\I 1 and I A h :and o :Joint Details. J-Io onoted otherwise. 0-'06/2015 -- -'-1_L—_]L I— IJ�I \-L , P f drawings Ior1A 7 sea l 1 place positions: y�g ��gp Alpine, 1, division of I dI5 Components P Inc.. shod not be reeporsea Fc any deviation Jpp•I TNr-nIRA1,1. ti drawing. an; Co.lu build h 'truss irl confOrt,11C2 ClwAN1/TPI I, or for handling, shippng, ,w� v installation 1. bra<rg rF t usse 1 41 2o.'l9P ` 1�1 r�Y. TOT. LD. h0 Fir A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional "-OL, nr+ engineering responsibility solely for the design shown. The suitability and use of'this drow'v,g D W "OUR. FAL ANY 13368 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.?. Earth Ci. MO 63045 For ;ore Infornatlon see this Job's general _s page and these web sites MAX. r r ^l City, www w Renewal date 6/30t2015 ASPACI ALPINE- .a!pineitw.con; TP1:ewww.tpinst.arg; SBC\:waw. i+cindustry.org; ICC: w'ww.lcrso.s'e.org I f L ,Uro r AS CF 7-10: 1'20 !mph, 30' I'` e ri FIP1C:11'1 l, , (CIc ec Expose ! i,:r;rnmori IR P s i d e rit iaE. 130.k9 e F nc V/i n pi Fir o ,---iris RPgt)1renents — ` tlt -I t'=,nPr" 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C or H Less than 4't" - no stub bracing required 100 mph, 30 ft, Mean Hgt, A=CE , -10, Enclosed, Exp .D, or 100 mph, 30ft,, Mean Hqt, ASCE 7-10, Part, Enclosed, Exp C, H Gre.o.tor than 4'5" to 'E in length Kzt = 100, Wind TC DL 0 psf, 'Wind BC DL=5:0 psf, provide a Cx4_, stiffhack at mid-height and brace stiffhack to roof ciiap'hroon every 6'0- (see detail below or Lateral chord bracing requirements refer to DRy2G A1EO30ENC1O1014), Top: Continuous roof sheathing Bot Continuous ceiling diaphragm H Greater than7'2' to 12'0" max! provide a 2X6 stif back at I'id-height and brace See ?r sealed design referencing ts detail to roofdiaphragm e✓ w� '1' (see detail below elOw or {-o" lumber, plates, and other information not shown refer to DR\v13 A1EU3OENC1O1014): on this detail, * Optional Cx L-reinforcement attached 1 itor1_2 i?" i to stiffback +Faith 10Cd box or gun Nails; i�..� box �i�in .0..� _, ,f^ipa, clGirs, --o„ rz„ _ (L1PE x , min,) nods @ b' O,c, 1 �� } 1 11 / I I { h- I i,' \ 2X4 PlockIrg �,- 1 I mo• \✓ / 1 \,q ;- I( shea`Nlinrg anti I a� 124" Mak. —eau— 1 �, `_', j1 I 11 each truss 1 I (ryp> I j n R IL 11 H 4 j I j 12;X4 TIF-L i#2 I (`_ 1 I ! I I I �`\- \ I '• or better ,/ 1 I I, ' 1 ,,` h� 1 I �' i i t I It_�` I. i diagon l.t b: aceI ( I I1 Atto. e C_ eau 1 I I I I I i �z I ( ii T-or �E0k, ! I I I 1 1 I Iv �� ij 1 i I 1 �`� I ! 1 i Ii I , I I i jl ! i I �I 1i � ! �'l t3! In 11-1j L ini 'p, I0 `,n'.,� L �J F I L L — 1 L (J i 1 ,7 // / %i=,ortinl.)01 5 Bearing / % I L_ 2x6 A2 Slti'11'•bock attached to ecicl'� Stud w C.4:' 10c1 box or gun 1.1_3" X 3' rnii"I.? nails. , o arpccsehotrF na �g O ROp cS s , e,-1 �€ O **nARNI,GeS READ AND FOLLOW ALL NOTES ON THIS ORAWINGI Lti p- ` WHALER` E **IMPORrANr FURNISH THISDRAWING rO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 P. � T require e Fabricating. h l g shipping, l q d bracing. Fet d r l to t r PCSI :lagging o f Information,by IPI d BCA' o F ty , DATE 10/01/14 practices p to performing thesectc .tatsraa provide temporary bracing /41101:-'',..01, I s noted otherwise,ischord r tI P' F Y ea structural sheathing - rt nlora LRW_ '3ABPST1010 14 shall h p a. y -attached rgy e. Locations 4 f. permanent to I restraint of ns O .06/2015 ! I Inr � I 4 bracing t teed perBLS/ ec 133. Eu or SIO, us au Applypl to to each Face / 2.l -. I1 L oCto fb d on n+ eas, unie noted OREGON`- ILl—L— Ui jL, tg 1AZ t - standard plate It C �' 06/15 .,i AN IINC0 405•lit e rF,'IC, It I uHd tptoeesn,-o �rnz.nw'trnotAdaI,rPp1onfaI-•adni✓nd,es'htCiPong.•-or "Fh20,19 �S1. MAX, OT. tL_ 60 r -F instouatton t bracing of erusse OLD W •Ni A seal on thisdrawing or cover page listing thls drawing,indicates acceptance of professional '-- engineering responsibility solely :r the design shown. The suitability and use of this drawing For any structure is the responsibility OF the BuNdIng Designer per ANSI/TPI I Sec.P. _ 13389 Lakefront Drive . Renewal date 619012016 Perth City,MO 63045 For more information ? this- job's ge,e. r of , page d .h web MAX. CPAC[NC ALPINE: wwwapneitwr in: Prwww. pinstorg. BCA v w_4::IrJ _i IC_' n . _. e _ _---- (� i �. 1 I 'r .i �� r., C I i C1 w1 F` in 1 e -, .�� !�! �., i �� I 1 -- - - - - -- • T-Reintcccer-lent This detail is to he used when a Continuous Lateral Restraint (CLP.) or T-Reinf. is specified on a trussdesign out an alternative web ; _pi , -� 'Into' snit , r • -Reinf. ,, �, ~,-_� reinforcement method i5 desired.;i. ! i. iApply to either side of web narrow face, \ \ ' Attach with 10d :0.12£3"x3,0",mina nails at 6" ac. Reinforcing member is j �,j:_ite c' ! o. minimum 80% Of web 'may ,i ",\ I member length. J - This detail is only applicable for changing the specified CLP _. shown on single ply sealed designs to T-reinforcement or i j�K ,i L-rein.forecement or scab reinforcement. I yi`, L \ r--7,17.7.-----1 Alternative reinforcement specified in chart below nava be conservative, f/ i i• E--->,:t1 For minimum alternative reinforcement, re-run design with appropriate �� `\i%I �/ reinforcement type. 1 --- -- — '— I — -- T Reinf. L Keir P. JWeb Member Specified CLR Alterrnotive Reinforecement Size Restraint or L- Reinf. Scab Reim", I2x3 or 2x4 — 1 row — 2:r4 1-2x4 Apply scahCs) to wide face of web. - --- 2x3 or 2x4 — 2 rows _ 2x6— - 2-2x4 No more than {1) scab per face, I 1 I Attach with 10d (0,128„x3,0"Jilin) nails ,t i 2x6 1 row 2s4 1 2x6 at 6" a.c. Reinforcing i 1 i orcirnr member is a 2x6 2 rows 2x 2-2x4(#.)--1 2w4( )--1 minimum 805 of web member length. I 2s8 1 row 2x6 1-r_xe 2 1 I tis 2 rows 2s6 E-2 x1* 6 ) I • • Scab Reinf. T--reinforcement, L -reinforcement, or scab reinforcement to be same I i species and grade or better than web member unless specified I l /� otherwise on Engineer's sealed design. J./ � r-�2 i CAO Center scab on wide face of 'web Apply Ci.) scab to each I '�. face of 'w?!'. i ��l/ ,,j/ r 1 >".fAR.NItIQI'•d• .-:[A➢ AND FCILL(PA ALL NOTES ON IBIS DRAWING! ��4.� `40IN��fiSIS> , weIMPDRTANT a FURNISH THIS DPP5ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (2 4.V. , �„ (C �- r' 'r OLP SOnSt. Trusses req _ or I -lir, , shpgna.rnstadrrg ord bracing. Refer to and 19575P '9 iaii.ow thel t t f SCSI -rho F r Safety Information,by TPI oma ec far s ty • f TC DL PSF DATE 1_0/01/14 practices p o per-earningthesefunctions. l' toilers snail provide temporary bracing g p r SCSI. -nn ”--', Owe:. shais have al properly attached ise. top a snail hare operry Otto shed ,tructur ai sheathing and bottom _sora ! DL DL P.°' Dr-.WG EFI, i l._ ly rigid coifing. Locations show:, For permanent lateral restraint of webs c•�' ^L •Sl,B1J14 i,` shall name bracing r + t par SC sections6 S o R 0 as applicable. APP,/ Prates it. each Face �`.: [ Ir )r ,: ili� of truer and position h na the t B t unless noted otherwise. (�0(y/p{0{�6[/�2(0q�1� B LL P c - --l1 l_ _Lf !.�Li �.li_�� F drawings 1 JA Z r c- i µi. p 0 VY/VV/ 1Y 1� D r division o+ IT Building C po c Inc shad not be responsible for any deviation from T AN ITlA/co "pANY this' anyFal t build the truss con.ormoce with ANSI/'PI I, or for handingsnpping,rc 4'qR 20 i9� i_1 LD. PAF oilatio. F bracing o. A seal o. this drawing or cover page IIstklg this drawing.indicates acceptance of professional J/ W -- --- engineering responsibility solely For the design oWswn, The suitability and use oh this drowin.g O`� rf•�� `� Per an structure Is the r s ibllit of the Building Desi D._,r.. FAD, 13388 Lakefront Drive y e Dons y g ghee per ANSI/ PI I Sect. Earth City,MO 63045 Fors'• 'a re Information see �' this Job's general notes pope and these web sites: Renewal date 6130/2015 PA - �"!r ALPINEw w.alpineitticni TPS w r iw.tpinst.orgr SDCA:a w.sbclstry.or'gl ICCi wwwiccso.fe.org - ri_1 1 1 a 1 1 Tr.. , x 71D F)- 0. rY1 e 1 I p ---, 0, I L S Hio Frame B---1 // , \A/4 X 4, Niin. -_ . , ,,, , i --1-7 r II ril Common 24' i ii // 1 j Trusses .11\. , Typ„ II ' ----,_ Fri /.[I i 1'0„ ...\ 1 , /1 1 1 \ \'1 I i il . . II I 1-‘,d 1-------4., /,;(// xi-, \ ,.. -', -ii 111 '. \ / IS\ 1 / i " i 11 1 Stepped Hip il 1 _ , \ ,/ 1 • , i i--,\ i - ! ii ,H--d L.• i - ;-----;/.; ,; .: „,.., .4 1 I ": s-teri Trusses I I1 \-1:1' 2x4 Purlins • .1 I 1 ./.;', i 1 li li i 1 1 2x4 rhords 1 1 --t,11-1/—tirej- 4 10, -• /.17/ i'''' ..I L I 1 ,,.„--=, . , - 1 ' , III -- \ / / 1 I I ,./ -- -., .,/, 1 ,,, , . , . _, \ -Fr i Hip i, 41 1 1 I 1 1i 1 /1 s To\,,, i Setback i : 1, /I 1 i Lirl'Il I-1 f-- '''l 1 '' i 1 i F-„, Ni --r- N i . N '\Pitcheol and Sheathed ow 1 F\N _I , Li_ ,,_ .ii_i___—,H=---,____F I i 1 _ _, -',._i_t I 1 ,._:, .- „, 1. i I L- 1 1--,, Nj Chord Area 1 1 I -- Hip Fie //,-/ 1 i 1 1 1 j i 1 1 1 /4' ,0 --[0-1 i-B-L D 01 112, 1: i 41_ _101 \Li\ ------ ss, 1 ,..,- _...„.._____--- B -,1 Bottom Chord / . ` , ><4Mino- Attach hip frame to Ftot chords of stepped hips 3 , , ---7 - at all overtapping points with 2-10d (0.148'"x3”) w'DX4, Min, Hip P ._-. .--,...--- - nails. Bottom chord of hip frame to bp ' Frame, ' ' /7 , \ attached to *1 hip with 104 common (0.148"x3"1). --s, • ,,,,, , .„--------/, \ \)nr..lits 1:11 b o.c, maximum spacing. „,----------- / / ,...-7'1\ ----- --L.---, Hip Frame „----...-1 - Hip frame stops at plumb cut of' i ,,,,,_,--------- I /------ 1t , _ _ ___- 1-- --_-) --:------ ,.j cks -17 n maintain pitch continuity, I ..s. P L.. , I 0 in b i.4. i ‘ _4] l' 1 --%TI \ / --------, ----.%0 1 i w Hip framP (umber is SPF, So. Pine, HF, \ ..--- 1 -----6-/e- 11 I better, or DEL Standard, Stud orade„ or 1\-: 1 1 // ----A- 1 2 11 1 1 11 -----2"1- 11 1 11 _____ ----:-------- --___ .1 1 See Era,ineer's sealed design for setkoo.ck, ....--_ --____%1 Iii ,„.- i I 11 lumber, plating, boding, and duration factor required. ,...-----1-- I ,1 --,,-,---- iu LI u 6 u d ... , F' Hip frame chords may be trimmed up to 2" to fit, ------------1i i purtins must be intact and properly attached, /1-1-- rs--- Setb C k 1.---...--1 Stepped Hip —.....1 /- -.--1;1-1 1 1 System "Trusses - I L.1-7P this detail fori - ASCE 7-10: 140 mph, n' Mean Hgt, Enclosed, Exo C, or Hp Frame provided by truss manufacturer, Hip frotle is designed to provide bracing for flat ASCE 7-10„ 120 mph, 3 0" Mean Hgt, Enclosed, Exp D, or AS -top chords of hip Frame. system where indicated.CE 7-05, 110 mph; Cu' Mean Hgt, Enclosed, Cut II, Exp C, or Structural ponds must be property attached directly ASCE 7-02„ 110 ripih„ 3Q1 Mean Hgt, Enclosed, Cat 11, Hop C, Tn ':' - n ._.,,. Residential., \Wind TC DL=4,P psf', K--t.-1,Oa H D a. nurtins 0 PR0 - . .,.._. E2, * `,s, wwS/ARNINCiww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,,,C0 ‘4GIN • 0 0—'... HIP FRAME **IMPORTANT/Kw FURNISH THIS DRA14ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. CI l'' '1' ,F r 1'TE 10./01/14 Trosses rewire extreme core in fsbricoting, horitAing, siwispin,g, instolling and bracing. Refer -to ..-4 " 19575 RE . 7 ',Otos/ the iotest edition of SCSI +Esiidirs Component Safety Intormation, oy IN and SeCAI for safety w r- I F, _ - • , -. practices prior to performing these +Idris-shoos. Instaiters snot; provide temporary bracing per SCSI. . Ordess noted otherwise, top chord snail hove properiy attached strticturai sheathing arid bottom choroT ' 04111111T'.7., DPW CI HIPFRAME1014 ,.,,.:i Iove a properly sitsched rigid ceiling. Locations shown for permanent lateral restraint of webs ' .Z71 1 i- ---iCln 1 _.--1 6thaii have largoinR,instal_led per _Si.7,1 sections I32. 01.0.,r Fil 0..,,civs appillssialoo .e.i. dApp.Ify,PI.TI_A. to .0.--.1, Co..? 0,'106/2015 ____ IL IL____, -- A,1;,N, L--, s+ truss Oct po.ition a. shown-save arid or the awn, Nisei..s %----ii 1---U-- LIU "-::,! r----. P-'1 1 Po' r to drawings 1605-Z for standard pie+, positions. Crang°11 AN iTv„,,omp,,,,,,,, thAlpine. s division of It'd 2.101ing Gomponents Grosp Inc. 5100 riot be responsible For soy deviation from. II-swing,any finture to build tne truss in conformance with Al131/11t t, or for her:Ming, ebippir,g, i 40 20 irstatistion 1. bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 'lib ' ' /A engirieering responsibility solely for the design shown, The suitability and use of this drowns; I.0 IN. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this job's general notes pope and these Web sites, Earth City,MO 63045 Bene.wal date 813W2015 ALPINE: www.alpineltw.comi TN, wavw.tpinstorgi SRC,www.sisaindostry.orgi ICCi www.lcassfe.org ° 0 . . Gable Stud Reinf'ot-cer-ien-t De-toil A.F._;CE 7-10: 1.20 mph V/inc:1 Spee.pi; 15' ivleo.n Heigi-l-t, Enp-ipsed., Expos ur--..=.. C, Kz = 1,00 Or 100 mph Wind Spee.d, 15' Mean Height, Part!tally Enclosed, Exposure C, Kot '-= 1.00 Or! 100 mph ldiricl Speed, 15' Moor, Height, Er,ctosod, Exposure 111, Kt = 1.00 2x4 '', Bruce 1(1) 1>t4 '1/ Brace tf 1 (1). 28,4 "L" Brace X1(2) 2-x4 "V Brace it* CO 2t<6 "L" Brace-T:1(2% 23,6 'V BrELCAF If'fl r.1.Lrocing Group SpecieiTc70dT,rod;s77-. -1,1 -9-1- ----- - 1 Gob 1.4 Verticol -...„ No -- I - ,,,,. 1- , ,_ I— A I 3ro. B IG I r 111 -Incpecies' opocje ...., Braces Group - ibroup 0 'uriotip A bri:.-iup B Group A Group B Group . 1 c op . , roup A 1Group, Group A: ,- li ..1 ',. I 11 —,-,— I 1,—, #1 / #2 4' 10' 8' 2' 1 f1-1' 6° 10' .1" - I - il I Spruce-Pine-Fir Hem-Fir- 11' 6° 12' 0' 14' 0' I 14' 0' 1 14' 0'. 14' ti' -p i -- - „ - IS 0anclord I L.,r: 42 1 III ,-,-,I i-----' 1 3 i C , #3 4' 7' 7' 9' 8' 3' 1 9' 7' 9' 11' 11' 5' 11' 10" 14' 0" 1 14' 0' ! 14' 0' 14" 0 111F 43 I stud___I I _e= IStiodard i Ii l__)) U I _ _ I ,11-- rSt..i..0:4 4' " 7' 2' f----,:' 2' 1 q' 7' 9' 11' 11' 5' , 11' 10' 14' 0" 1 14' 0' I 14' 0' L4' 0' ll 1 111 ,• . _ ,. d' 1-3' 1.0' 11' b' 11' la' 13' IO" 14' 0' I 14' ci, 14' 1" 111 Douptcts Fir-Larch Southern Pine.8088, III in, 1 rTh I I Stotarkard -I- -3 I1 I 1... 43 43 I -11 C1,1 1-1 #1 5' 131' 7 8' 4' ! 8' 7° 9' 10' , 1.0' 2' 11' 8" 1 12' 1' 14' 0" 1 14' 0' 1 14' 0' 14' 0" I I 1 iI 1 10' 1' 11' 6' 14' 0' 14' 0' 1 14' 0' ----I il i Stud 14' 0' i stud ---1 i i___iti onciord I L. s.,.,.xr,dcr.d I ---- 11 '7417 I 1 #3 ! 4' S' 9' 3' 11' 5' 11' 11' 14' 0' I 14' 0" I 14' 0" 14' 0' I il _ - - -7— „ "---' 11,j 1 D I- L 1_ !it.3.,ir.,1 4' 8' 9' 3' 11' 5' 11' 11" 14' 0' i 14' 1' 14' 0' 14' 0' i -- 1:38)01,,ipi Bt it. L Storidorcl 4' 7' I______ 7' 11' r 11' 10 12' 10" 1 13' 9` 34' 0' 14-' 0' 1 1I I II 1 U 1 li Hen-Fir 1 -,1:-_,..,.[..- 41 / #8 9' 5` 1 9' 9' 1 11' 1' 11' 6" 1'3' 2° 139" 14' 0' 1 -14' 0' i4' 0' 1----'[ 1-i.' 0. II 1 i___,----I- , II I I_ 41 8. 3tr 1 1 II -Hi _ ....'S>I i #3 5' 3' 9' 3' 1 39' 1-- 10' 11' 11' 4' 10' O' 13' 7' 14' 1" 1 14' 0' 14 0' I 14' 0' 11' 1 11 ( LJ i I__r- _ Stud 5' 37- 9' 3' 1 9' 7' 1 10' II' 11' 4' 13' 0" 13' 7' 14' 0' 1_14' O' 1 14' 0' 1 14' 0' III I i i , 1 II 3.11t,anclord ,_, _, 8' 1' 10' 10' 11' 4' 13' 0' 173' 7' 14' 0" I 14' 0" 1 14' 0° L_14' 0' Cii L) t #1 9' 6' 1 9' 10' 11' 3' 11' 8' 13' 4' Iirgigsfir-Larcri 13' 10° 14' 0'' I 14' 0° 1 14' 0' 1 14' 1' 1,- 11 41Southprn Pwi8. ill I 41 7 I il ‹.---r--, #2 5' 6-' 9' S' ! 9' 9' 11' l'' 11' 6" 10' 97-7-14' 0' 1 14' 0' L 14' 1" 14' O" ili t___ #2 I I ., 1 ill „.. II r 43 5' 5' 8.;' 6' 9' 0' --- 11' 5' -14' 0' 1 14' 0, -r 14' 0' 14' 0" 1' __________________ i ilx4 Braces shalt be SPE: (Stress-Rated Br--,-.-i)li Jln 0 1 14' 0' I 14' 0' 1 14' 0' 14' 0' bi-' L__ _Stud 5' 5" e" 6" 9' 1" 11' 0° 11' 5" 13' 1° 13° 8" 744- Iso 134-4 So, Pne iuse only Indus-trial 55 or 11 ___, 1 Stoticlo,r- ' rt--' 8' 0' 10' 0' 1. 0- I Cr 0' 9' 13' 13' 7' 14' 0' 1 14' 0' 14' 14' 0* - Industrial, 45 Stress-Rated Boards. Grot„ip 1111 .42 6' 1' I 10' 4-' 10' 8' - 12' 2" 12' 813' 2" 14' 1" 14' 0" 14' 0' I 14' 1' 14' 0' voi,eS nay be used with these 9rodes. il a ,. _ ,....>i I ...----2*2 I 5' 9' I 10' 2' __ 10'.7 Th 12' 0' 12' 6' I 14' 0' T 14' 0' 14' 0' 14' 0'____ 14' 1' 14' U' Gabte Tr1.,18_55. Detail. Note=., ) U li 1,--- i Stud 10' Er 10' 7" 12' ° 0 12' 6' 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0° Wind Load 8=1 4' criterion is L/0.40. 14'1-0' • 14' !1_1'..!_i 1-1r i ,.—.--- ,•,,,, Li'. + Provide uplift connections Per 35p over 12' 0' 12' 6' 14' 1' 14' 0" 14' 0* 14' 0' Lat-idord - 1c 1 #1 6' 4' 10' 6' 10' 10' 12' 10' 14' 0' 14' 0' 14' Cl' 14' '3' 14' 0' 14' 0' Continuous bear-1810 t(5psiF TC Dead Load). p ,!...„! #2 6' 1" 10' 4' 10' 8' 12.' 2 I 12' 9' 14' 0' 14 0" 14' 0" °I- - 14' 0' J._ 14' 0- Gabte end supports toed Cron 4' 0" outtooBers r 1 I 42 5' 11:- 9' 10" 10' 6' 12' 1' 12' 7' 14' 1' 14' 0" 14' 0' I 14' 0' — _ 14' 0' with 0' 0° overhang, or 12' plywood oderhang. _7_,;-: ,-.1.3 ,7-r--, — 12' 7' 14' 0' [ 14' 0' 14' 0' 14' 0' 1 14' 0' 14' O' .‘___.! 1 i J, L stufl5' 11' 10' 6' .17' l' _ 1 ; Stan/dor-el I Se' , 8' 9' 9' 3' 11' 7' 12' 5' 14' 1' 14" 0' 14' 0' 14' 1' 14' 0'77-14' 0' Synr, ir.,• Attach 'V braces with 103 (0.128-8,0i.0" min) nails ' About ii‘t'_ 7---g_ ..* For- (1> 'V brace. space naits at 2' cc. -i 7FG-c!ble Truss zi A I fiD qi' ., .., / ' / [1 .--.------- " --'-------- in 13" end zones and 4' 0.0. between zones, • 1,or (2) 0..N braces: space nails At 3° o.c„ illogonoi Lroce. option, I 1 il / , / / I I 1------511-31 -1- I .-1- 111,_---, - ,r, 23' end zones and 6' o.c. between zunes. verticat iength nay be. doubled w.hen idiagonoi 11 'L' bracing must be c, mininum of 800 of sob ! 1 I le' .' )1 I li'/.4-: tnoce is used. Connect V ''' 11 I I I 1 1 ,— --..,J.1---- , io) member tength diagonal broce Poi- 3254 J''' // I I, 11- ••i i / I Goble Vertical Plote Sizes --I at eoch end. Mov web ,x/1 / :/1/ t - ..4.' \ 1 I Broce I 1 II I ' 1 total length Is 14'. , v I / /11 -,‘ ----1-11-___LI ,',-K NE I No 1.1lici7T8-1 I • I I I i -----Q------, , ''' i' I''',4 DF-L 42 or. I I i-1 il IlLessVietriolliicr:114'Le0''''Qth , ' n x 11 reatr thon 4' 0', tiut I _, i I better diagonal .,' iirillr 1 I1 c.'1,4 i 11 i iI iess than 11' 6' Vertical length shown / ,< „ „ broce; single i 1 in table above. i t / 1 or doubts-- 1 • ' ' I 118' II I .k . I ,,,, I I I '''-Ei , 1 I 1 rific..,7›, i I1 1 Lere.:.cte,- -01co, 11' 6' I "33-c I (1-:. I 1 Ii iss shown) at I 1 / i I I- i I '7), i i ...-''•)-- I 8 P,e-Per to COn.81011 truss design f Or i II upp, end. II / In, 4 '• , i i..1 i.J LJ \-.-41 ig ta-----1—' ..."' ''''''".. ' 1 '-bj i peak, splice, and heel plate.s. I; fonineczt dingon8 ..01 _ _ ,! 3---071:7--- 1-11 II 1' 'I I / / , .." ;4-0,th,IOUS Bearitt / / / / i // / I Refer to the Buliding Designer for conditions ' ' '.13,-.., 1-4 not addressed by this cloloil. mtdpoint of --erttcal web. °I'LL -PePni. eer to cliort above For ni '-'.•ieP,Rep"pik" ! ngth. wwWAPNINCIPia READ 455 FOLLOW ALL NOTES ON THIS DRAWING) ''S> legdpORTANTew FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS, r.,N, 0 PCI' ,r.SC.E".1-10-GABlEI.J15 44 '1, _ Trusses',quit-, evitrene sare in Fahr1sating. handling,shipping,irstoliing and brscing. Refer to and 195757 7 DATE 10/01/14 fritow the lotest edition of BC111 1.9,1lciino Component Inafiety 1nfornotion,'..7,,, TPI and SSW' for safety w C....it pr8ctice.s prier to performing these Pons-hors. Instailers shall provide temporary bracing per PC.111. . — j. ...., . . Unless noted otherwise. too chord shail 1.1,, properly attashed structurvi sheathing arti botton chord ,..... . DR\AIG AlE0 15ENC101014 ,, .i,,,,,u have a properly attached rigid,,,Ilir,p. 2.05nik,,- shown For permohent (stern, restraint of -.webs __..__.„ 1 .., ,.._._..1 shad have bracing installed per DCS) sections .3.f, .1.F.' or ell, es oppti,oloie Apoiy piotes to eoch rope 11_1 I riliN.).,..., I,i•---i of t,uss and position 05 shown shove and On the Joint Eieto.i.ls. i./rfes-s noted otherwise. 0 06/2015 ( -.„%--::-7:-ij L____In---j ,.:,...,..,L1 Refer to aravanDs LE04--Z Cor standard plote positions. Alpine,a division of Irti Evilding Coriporients Grans Inc.shah not. be responsible For at,y deviation from 0 Q43)6g?T ...J AN!TV,/COMPANY this drawing,an,' faiik.ire to build the truss in conformance with P.H.111/TPI 1, or for handling. shiPPirigi MAX. TOT. LD. 60 PE.1- InstshatIon 11 bracing of' trusses. 'i? en.2o,i'll144) ,e.i.V. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing L.D W• ‘ p,,,,,any structure Is the responsbiilty of the BuiidIng Designer per ANSI/TPI 1 See.6. 3380 Lakefront Drive Earth Ctty,MO 63045 For more infornation see this job's general nfhtes page and these web sites,,, MAX. -:...,PArTING 2'4.0' , ,INE ,,,, , ,,,ipirwaltw.con, IF1 wiew.tpInstorgi SOCA,www.shsindustry.orgi ICC, werve.iscsaferorg Renewal date e/3012015 • , • • • • I D S1-2, --� 1 r r I, I'. r,. _ I 1, --i. �0 Jl;-l�j/tJO,CF'; L: t ti. 1v ;E / -. i0 1.1._1 C1 �c`I J _1 �`✓1F+_�I'1 I 1 I l� riC1 OPC t Xt)l�=>t_ ' r, Up to 115 r,ph wind, 30.00 ft Mean Hgt, ASCE 7-10 Mo Jrur truss spacing is 24" a.c. Enclosed Bidg.. !ocatoed anywhere in roof. Detoil is not applicable it cop supports additional toads ..uch as Exp C, '',!ind DI-= 5.0 psi .min), Kzt=1,0, cupola, steeple, chimney or dreg strut loads. Note Top Chord- of trusses supporting oiggybock cap trusses rust be adequately braced by sheathing or purti!os. She building Engineer of Record shall provide diagonal. bracing or- any other TL0+,oble anchorage to permanently restrain purlins, and to feral brocing Cor out of plane toads over gable ends. ,n Refer to Enyir,eer's seated truss design rirowing for piggyback and base truss specifications, Piggyback cop truss slant nailed to all top chord purtin bracing with (2) 16c1 box nails 0.135"x3.3"). I I Attach purlir-1 brocing to the flat top chord using i2, '.hd 10._,x no its (.U.1.25"X3.5"), (-'4--- — -- —Flat Top Chord C= 12' — --vela 1 12 /�� 3I 12' min rigid sheathing overlap (24' contir,vous �, (�� length, no jo!.nts) with 8d corvrion (0.i31`),2.5°) Up to 12 lam/ /// I \�`� or gun nails in overlap zone spaced at 4" c c, ___,...-->„----- __,�/ I \, = --->.- I � , /N �, I/ ---15":.'"T----- - I'Al E.----<1 —_ '✓may.\` I` �Y %_-1— ----- --- — -- \�; � I \ ..,\ Purtli Spacing �/ �i241 / I �\ ! / I t I I / /f ! H I 1 I 1 '--Flat top chord purlins required at both ends and at 24" max o.c. spocing in between, *wVARNINGI:[w READ AND FOLLOW ALL NOTES ON THIS DRAWING �•c_" GP�F-L.��t'Q REF 0 Ti r-''p" INP RTANT FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C7, ` cif. Z -_E� +,-7,] �r�r'' lid 19575 PE ' --- Trus G e corefabricating. ling. altpping, + r'a and ,ray Refer .o vrp `Y- .l 9 r 10/01/14 ioaow the t edition f E eI ,E d g p Safety Information, by TPI d DCA o. ty 4.- t`., DATE practices prior + performing thesetic stall shall provide temporary b icg perSCSI, e �f'{ r— n---- t s noted otherwise, top chord shall h pop jattachedstructural. sheathing and !cotton chord ✓" !' DPWIf _,B1,7101014 t I zproperlyattached 7 it Locations h For permanent terrestraint of ,s — -- I /e�� J, 1 I , .� I •,i ..ll have `na installed r SCSI sections B S7 o BID s apptl -L Appy Fates to each Face P n F i p oaodizo�s I 4 t as shown above d the Jn nt .lett:,.., urlees voted otherwise. i I I L�[1----L)L `''J[�----1 Refer t,drawings 160A-Z For standard plate positions, 0 OL)L1r99t1 '� --- _--. AN fi,�V r_;]"hPAI�IY Alpine. 6 division cf IT'J :EN.ALoir,g Components on ,rn,r shall not be responsible For ony deviation From 4��71 . this drawing. any failure to build the truss In Croup.conformance with AN-31/TPI r For handling, shipping, 'eri.TD,i9� C instollatlon t, Mracin9 t trusse A spot on this drawing or cover page Ilsting this drawing,Indicates acceptance of professional TA, oLD w•N� foe' eering responsiloith solely For the design shown. The suitability and use of this drawing '13388 Lakefront Drive for any strucixte is the responsibility of the Building Designer per ANSI/TPI I Sec?. ,--_ —_----_ Earth City,M63045 Ear more information s-- this Job's genera! n pand s age anthese web sites. Renewal date 813012015 SPACING 24,il" f1ALPINE. www welpineltw.coni TPI. wwtpinstorn; SBCA:www.shcindustry.or0 e 1CG www.lccsofe.org _ , a • :; -I--c - °' I 7- 1 ' rI 1 ' ' 'r -}, 1 )S A''C:I F x (-) F r� K }n li��1/�:'IQCI: TSP :_1 i1 F-I.��.�. 1 �+; �-CJV i�'1�`� 1, ,:;lJ {�E'II I I��'I,,�I'1 t.r1C ��._ .� �Ur, C . I .�" =1,1_ 160 nph Wind, 30.00 ft Mean Hgt. ASCE 7-i0, Enclosed Btedg, located anywhere in roof, Exp C. Wind DL= 5.0 psf (min), Kzt=1.G. Dr 140 npn •wind, 30.00 ft Mea^, HGt, ASCE 7--10, Enclosed Bldg. located anywhere in roof, Exp 0, wind DL= 5.0 psf (min), KZt=1.0. Note, Top chords of trusses supporting piggyback rap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to' permanently restrain purlins, and lateral bracing for out of plane Dads over gable ends, Maximum truss spacing is 54' o.r_ detail is not applicable if cop supports additional loads such as cupola, steeple, chimney or drag strut loads. xw Refer to Engineer's sealed truss design drawing Co" piggyback and base truss specifications, ._ ------ _--- -1 +Q:� •1.,�r chi -> Cir`lr—+ -- L'`+ , ,C, iJ. l �� - f- ;_y Piggyback cap truss slant nailer) to all. -top chord 1' purtin bra ring with (2) 16d bow nails (1.135'x2.5') i -. ` \� and secure top chord with 2w4 *3 grade scab Up, to 12 I //- , I ��- (1 side only at each end) attached with it / 1 I 11 if- \ 2 rows of 100 box nails (0.128''>;2') or / %/�� I it [F - -II ��.�^�.� 4' Attach purtin bracing to the Fat top chord .f);,,,,`� -- l --. I --I I __ _ , `� '-�\ using t?) 15d box r)o.ils O.:C 3•S'J. �� ry S;R-T -- --:\,x ----- I� ,/�j I ,/,./1 '''''...k,4,2-----7. The top chord #3 grade 2x4 scab nay be replaced + \' I..��'-. 1• �� I I 'P 'i Spaarq �/// i with either of the Cot owing (1' ia Tr ulo v I I � 2,, J i I L a e attached with (8i 0.12.0`,<1.375" nails 4) I ��, ,�' I ac rsax ,/ I into _z -C t (4) into base truss TC or (1 28PB I �� ! I wave piggyback plate plated o the piggy( c. I i 'N I ":\, 1 .%i t I J truss TC and attached to the base truss C with I (4) 0.120'.4.375' nails. Note Netting, thru holes of t.—Top Chord Scab (Typical Each End) Flat tip c'r:ord purlins required ut both _� ave plate s acceptable. ends ..nod at 24" pox o,c. spacing In between. ' IC In addition, provide connection 'ThJ E. U.11. B' ' P U f''l{n rD Q,C in g 2 =t (---).c.-, with one o+ the Following methods— Piggyback cap truss slant nailed to alltop chord pur1..in ITr_lo:; -- bracing with (2) hod hoe nails (.0.I35"x3,5') and secure top Use 355 Truiox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 38111 Truiox plates for 2x6 and larger chord attached with rows of 106 box nails (0.1.28'x3') at 4" 0.`. rear+bens. Attach to each Face 8' os with <4) 10.120"x1.375 nails into cap bottom chord and (4) lin base truss top chord. Trulo;r plates may be Attach +"(hila bracing to the flat top chord i- a Y 12 using a Gninilnurn of (8 16d boy nails (0.135"x3.51. staggered 4' ac. front to back feces, Up to 12 i -/ i I ...�� APA Ratted Gusset V I I \ o"x8'x7/16" (p,ir�) APA rated sheathing 'assets /� I T_� (each face), Attach a 6' o- with (8) ad .cannon I ��~� "0.113"x2") nails per gusset, (4) in cap bottom .�` ice/ I I ( ��,,,, T�-_ (chord and (4) in base truss tap chord, Gussets �% j / I I ,i., may be staggered 4 ?, / I t''. I I /':, I '�\ �/�\,.2� Y S'9er eci "' o.C�Front o back Faces. /' /-; Ct mo,,,,_.,z, i f\k/ _I _ i i I I I I _ �. ,.�� 2:,-.4 Verticil! Scabs_ i . /,1 — —�.—_— f-'— c�`f h-.�, 2x4 SRF u2. Feil chord deo•, , scabs (eackt Face). _ I g -r ) rpt g ..3 ) _ /,' _sx'c°'I` .1251_ —i J,u__— _— I i� _.—L_�^r.r.>.. ` atta Cil w with C5 Cd bur nail rt 1 hi { 11^ '14 '.I � \ / ;per _nab, ;3' in cap bottom chord and C3' in :' I i '',., I\ ' t �� 17) I -'"'..�• [base tru,cr top chord. Scabs ray be staggered I i \.'� ,1 \\A�. I i 1 I "V x�� I 14' c. front to back faces. — f �\ > I , /. , P+irlirl Spacing ' I 12;>FB Wove Plocyback Plate_ jI I I \,\ �'N ' I I ,. i 24" o,c 'ax I ItPne 28PB wove piggyback. plate to each :-ace 2 6' ac. Attach teeth to piggyback at time of ELM Flat top chord purlins required of (fabrication• Attach to supporthg truss with 1---Top Chord Scab <Ty4-•ical Each End) Chord ) - j Iso) L c11 1.375" Waits per face per ply. Depth beth Crds, purtin (pacing 24" o.c. EQ PROF iP gyyback plates nay be staggered 4' Front Note- If purlins or sheathing are not specified on the flat top of the base Ito back faces, --'-- truss: purlins lust be installed 24' p.c. max. and use Detail A. ,(� 'ASS WARNII CI' READ AND F.DLLOW ALL NOTESON THIS DRAWING! Fn PIGG 1 IMPORTANT FLRNI THISDPAWINr TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _r REF r�v' P''.2C fir19575 PT S e U l' d s1 ip, t ll'H g d b '.o. Refer to and DATE rl q Si',Foitow t 'I. n of SCSI , aitdi g Component of Info- I_y TPI and SBCF> ea safety - �C LY'•E 1,0 U1/L4 practices ✓ I + p r'ereing these !Functio. - t.le o shalt provide .er,porary bracing per SCSI. �. _ _ noted to w i. top chord snail r N .p / attached st Cl Shea NC' and boat; -lord r: / lJPIw I, ",p,16LIal1.014 y .M 5 l 1 0 e p property attached rigid i.g Locations r permanentlateral restraint of ns n ('1�\ I shall have e h Ir y t t I per SCSIsections 93 97 ➢0 a ap ll A pt' G t +To each face 0,136/2015 I' I t— I lir, I__ oft positionh d th t ➢e'a.,s, ., lees noted otherwise. OREGgN ,,,<---,11._,11--- I .j I, Refer to drawings JA Z Far standard plate poshtans a GI Qg/06/15 . -- Alen? dl Is f 1T 1 ➢ it lit ro a is 1ro..p Inc shalt hat a responsible for any deviation Cron ,e} 8 90 AN ITNCO COMPANY the do a,.,g, f oar Dirt .he truss n carrort-once with ANSI/TPI I, or for rand ng shipping, rjak. 0.20 19 �,]! installation S k a eS of r usse •0 •L1 r`'V A seal ce this drawing or cover page listing this drawing,indicates acceptance of professional0 Y7 engineering responsibility solely for the design shown The suitability and use of this drawing 13389 LakefrontDrive For any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec?. , -- — — Fc. Wore L,farnatton s tats ! Renewal date 6/3012015 Earth City,MO 63045 ow Job`s general notes page and these web rtes. _ �h(_IF.,Ir C,4 Jo ALPINE. waw.oip:neltw=ant TP1. w .tpinst.orgt SBCn: www.shclndust:ry.ergi ICC: w,rw.lccsere.org