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JOB NO: 0516225 PAGE NO: 1 OF 1 S:` 10. • ;. li w f I s-1a, ,a.� (i w :,vrUL '4/ N' : I Q J I 1 0 a z � H i il 1 A F' fel cv', ;.,3__,._, C 1 jCE 1 �� I W / W lEL F HAND FRAME CRICKET t o 0- ..._ j ON SITE PER PLAN ! cn U o �� W Q O CC W z W 1i 11 I W N U 0— w ...... .... . J Z W CC 0 Cf) lf > CT) w EGE NO SLRMMER Z LD 0 COC LU>- L. D I 1NO SLRMMERI__ E Z 47 J U LWH I --— �_ _.. FGE� \,1-,a. HI HL •W 7) a.1 Ocn� E M W HAND FRAME EAVE HEREI o o CC-CI HGF --o o C VERIFY SPAN OF TRUSSES " '— m 0 C AT THE ENTRY AREA ! U 7 CC o' •- VERIFY SPAN OF TRUSSES o AT THE ENTRY AREA ! JOB NO: 0516225 PAGE NO: 1 OF 1 . d ;id. no tR J x ,. i • • Fl CC P i w 1� Z m I a • • Q; — - CC / �, W '— %EiG ��— G F— H LL w L- Z is .t O O— HAND FRAME CRICKET ON SITE PER PLAN ! U °1 U I` 1.1J 0 O F- 0'C_ II z w U W T d II0 HOZD 00 0 I. > 0-) w P5 m ..._. EGF ANO SLRMME M,_ JI �.�>- I I� INC) SLAMMERI Z N J IGF nr_F U �W - _-__-mow. HI Cf)CD>CO FGE �® H E °• w� HAND FRAME EAVE HERE IHGF 0 0 Cc-0 VERIFY SPAN OF TRUSSES --` -1-0O W AT THE ENTRY AREA ! 0• m VERIFY SPAN OF TRUSSES m AT THE ENTRY AREA ! o JOB NO: 0516225 PAGE NO: 1 OF 1 Alpine, an ITW Company r 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VQY7175Z0225142426 t Truss Fabricator: Truss Conponents of Oregon r c Job Identification: 0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 _'VERIFY TI Model Code: IRC i pR��e Truss Criteria: I RC2012/TPI-2007(STD) Engineering software: Alpine proprietary truss analysis software. Version 16.01. c`. , 9T�T '- Truss Design Loads: Roof - 42 PSF @ 1.15 Duration r Floor - N/A -- ...� i K Wind - 120 MPH (ASCE 7-10-Closed) • Notes: op ' l 7 ASO $v sr/qNW. aq Ok" 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the bu i l d i ng designer/engineer of Renews:12/31/2017 record, as defined in ANSI/TP! 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 • Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12015EC1- Submitted by CWC 14:23:14 05-25-2016 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 22629--AGE 16146007 05/25/16 2 22630--A 16146008 05/25/16 3 22631--A1 16146009 05/25/16 4 22632--A1GE 16146010 05/25/16 5 22633--C2 16146011 05/25/16 6 22634--C1 16146031 05/25/16 7 22635--C 16146012 05/25/16 8 22636--CGE 16146013 05/25/16 9 22637--BGE 16146014 05/25/16 10 22638--DGE 16146015 05/25/16 11 22639--D 16146016 05/25/16 12 22640--GGE 16146017 05/25/16 13 22641--G 16146018 05/25/16 14 22642--GG 16146019 05/25/16 15 22643--EGE 16146020 05/25/16 16 22644--E 16146021 05/25/16 17 22645--E1 16146022 05/25/16 18 22646--EIG 16146023 05/25/16 19 22647--FGE 16146024 05/25/16 20 22648--HGE 16146025 05/25/16 21 22649--H 16146026 05/25/16 22 22650--H1 16146027 05/25/16 23 22651--IGE 16146028 05/25/16 24 22652--I 16146029 05/25/16 25 22653--J 16146030 05/25/16 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - AGE) "s a"iiu r"EtHttcu Ffu;r curv,Nu;Lit IIvPGi (LUAUS & o„", raS;(ilS) s1.161lu„Lu LiY. ,I_1;; Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M8, M9, M10 2x4 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0” span opposite face. Top chord desi n. may be notched 1.5" deep X 3.5” at 48" o/c along top edge. DO NOT 9 OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent 4X5------- Deflection meets L/360 live and L/240 total load. Creep increase bottom chord live load applied per IRC-12 section ,� 301.5. �� factor for dead load is 1.50. 111111 9� 111 11 11 10 _i10 i .41101 n l i 10-4-13 d'd'N. 18 0 0 i 2X4(B1)= 3X5= 2X4(B1) Ll ..-1 IIL 12-0-0 ,I` 12-0-0 f< 24-0-0 Over 2 Supports >i R=135 PLF W=14-0-0 R=129 PLF U=13 PLF W=10-0-0 RL=17/-17 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 ,.D 0 Truss Components of Oregon (503)357-2118 "IIARNINGIssREADANDFOLLOWALLNOTESONTHISDRAWINDI QTY:1 OR/—/1/-/-/R/ Scale =.25"/Ft. 825N4th Ave,CornelofOregsOIt97113 "INpaRrANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �� TC LL 25.0 PSF REF R7175- 22629 Trusses require extreme care in fabricating. hantlling, shipping, installing and bracing. Refer to and follow ' � �4L1 the latest ng thenion of BCSI (BuildingInst Component Safety Information, by TPI and WTCA) for safely practices prior \ TC DL /� to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 14659 'S 10.0 PSF DATE 05/25/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI suns 7.0 PSF .4 LL O�� II 1 sections B3, B7 or 810, as applicable. Apply plates to each face of truss[ position as shown above and on .:!-12 —!..4101, �" BC DL DRW CAUSR7175 16146007 L o I 1 the Joint Details, unless n eetl otherwl se. Refer to tlrawings 160A-Z for s antlartl plate positions ' ,,reed a d,vls,on of ITw 7:Components greop Inc. shall net be responsible far any deur::;..from this BC LL 0.0 PSF drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, N CA-ENG BFR/CWC AN ITW COMPANY instal ration a bracing of trusses. ' • A seal on this drawing or ewer peg. listing this drawing, indicates acceptance of professional engineering 9� ��c 7, 19 9 �w TOT.LD. 42.0 PSF S EQN— 43615 responsibility solely for the design shown. The suitability and uee of this dr.wing for any structure Is the f t,� A S8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 see.2. �r4pv,, etV0 DUR.FAC. 1 .15 FROM BB acramento,CA 95828 For more information s this Jobs general notes page and these web sites: SPACING ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: ww.sbcindustry.com; ICC: www.iccsafe.org w Renews:12/31/2017 24.0" JREF— 1 VQY7 1 7 5Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - A) 11-its vac.; PREPARED II<om comtNurtR IruNUI (LUAUS & DIMENSIONS) susmlilLu rl Buss y,; . Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III ii / 1 .5X4\\\ 1 .5X41// • 10-4-13 10 r— \ , i/e -7 10 ii, 1 ,., 18-0-0 1 4 3X5= 3X5= 3X5= 3X5(61)= 3X5(61) L1 ,J L1 ''I 6-1-15 5-10-1 5-10-1 8-1-5 7-9-6 6-1-15 8-1-5 I, 12-0-0 —I— 12-0-0 24-0-0 Over 2 Supports R=1162 U=47 W=5.5" RL=214/-214 R=1162 U=47 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00.0 A¢ !.,0 QTY:5 OR/—/1/—/—/R/— _ Truss Components of Oregon (503)357-2118 •"WARNINGI•• READ AND FOLLOW ALL NOTES ON T IS DRAWING! 825 N 4th Ave, of Ore o OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL INCLUDING THE INSTALLERS. �` Trusses require extreme care in fabricating, handling, shipping, installing and Gracing. Refer to and follow to performing theseInstallers Component Safer Information, by TPI and WSCA) for safety pre Scale t TC LL PSF REF R7175- 22630 �� have functions. achedstructural shall provide sheath practices prior 4t, 14659 '�' ` TC DL 10.0 PSF DATE cop chord shall have properly attached si temporary bracing per SCSI. Unless noted otherwise, (�. "`� 05/25/16 al sM1eathing and bottom chord shall have a properly attached ' n rrg�tl ceing. Lacatlons mown Por permanentulataral restraint of webs sM1all have brac�nq Installetl per BCSI L .4 se tions 83. 87 or 610, as applicable. apply plates to each face of truss antl s n , I! BC DL 7.0 )[l N II TI the Joint Details, unless notetl otherwise Refer to drawin t60% position a sM1own above antl o PSF DRW CAUSR7175 16146008 gs Z for standard plate pos.tions "-• drawing, any failure tolbuild lthe"truss pin®conformance nwith gANSI/TPI G' roesponslble for ens tlevlatlon from this BC LL 0.0 PSF AN ITW COMPANY Installation&bracingr for handling, hipping, `, .: .:.p CA–ENG BFR/CWC of trusses. n A Nal on thls drawing or cover pope Piecing this drawing, Indicates dew et 'n^ 7. 1S% tIO TOT.LD. responsibility ewiwly for the design shown. The suitabilityend two acceptance of g anylon•I a,turwIlrp , V 42.0 PSF SEQN– 43612 8351 Rovana Circle rBep"^'lellley or the Building Deal .r this drawing for structure la the Designer per sl/TPI ,ane alI/AMWr C�Q*QQ DUR.FAC. 1 .15 FROM `Sacramento,CA 95828 For more information see this Sobs general notes BB ALPINE: www.alpineltw.com; TPI: www page and these sites: .tpinst.org; wrCA: www.sbelntlustry.com; ICC: www.iccsafe.org 24.0" J RE F- 1 VQY7 1 7 5 ZO2 Renews:12/31/2017 I HIS UAG PREPARED FROM COMiPU1 ER INPUT (LOADS & UIMENS IONS) SUUM I i I EU iiv TRUSS MI=ti, (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - Al) Top chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD R III No SIZE SHIFT BITE 4X5 (R)) [ 3] W3X3 1.75 R 1.75 1 /11.. 1 .5X4///1 .51 10-4-13 10 3-6-8 ■■ — 0 18-0-0 ' 3X3(R)[3] III 3X5= 3X5= 3X5= 3X5(61) L1 ,J L- 2-3-5 _i_ 5-11-7 I 5-10-1 I I_ 6-1-15Dd 4-4-1 I 7-9-6 8-1-5 8-2-12 _I, 12-0-0 -J I< 20-2-12 Over 2 Supports :7d R=901 U=38 R=1001 U=35 W=5.5" RL=165/-176 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. p1PRop. TY:14 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••wARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! S'�Q'ielTC LL 25.0 PSF REF R7175- 22631 825 N 4th Ave,Cornelius OR 97113 w•IMAM•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. extremecare in fabricating, handling, shipping, installing and bracing. Refer to and follow w 14659�'S' ' r TC DL 10.0 PSF DATE 05/25/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,001164 n top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI '5/29..144110BC DL 7.0 PSF DRW CAUSR7175 16146009 ,4��0�— ' sections 83, B7 or B10, as applicable Apply plates to each face of trussand position as shown above and o rl the on Oeta Is, unless noted otM1erwlse. Refer to draw ngs t60A Z forstantlerd plate posltwns BC LL 0.0 PSF CA-ENG BFR/CWC ( Alpine, a tl�vision of ITW Bulltling Components Group Inc. shell not be responsible for any deviation From this a N ' drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 0,., T 1g�c' �' TOT.LD. 42.0 PSF SEQN- 43618 AN ITW COMPANY installation s bracing of trusses. . A*eel on this drawing or cover page listing this drawing, Indicates epoeptance of professlonel engineering raepon,lel I ley solely for en.design shown. Th.wleabl I ley end w .. ,o}able drewIng far any aeroeer. I.aha Sr4 CN�'� DUR.FAC. 1 .15 FROM BB 8351 ROvaOa Circle reeponelbllley of the Building Designer per ANSI/7P' 1 See.2. /� �1 Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renews:12/31/2017 SPACING 24.0" JREF- 1VQY7175Z02 ALPINE: www.alpineitw.com: TPI: www. pinst.org: WTCA: www.sbcindustry.com: ICC: www.iccsafe.org THIS ORG PREPARE° FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITitD MY IRUSS MFR. (ubibZ25--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - A1GE) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 M1 2x4 HF Std/Stud: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :M6, M7, M8 2x4 HF #2: DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Left end vertical not exposed to wind pressure. design. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length (a) Continuous lateral restraint equally spaced on member. tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. applied per IRC-12 section 301.5. 4X5= 'r_i ) 10 10-4-13 % 10 3-6-8 M1 1111111111111i r % Ar. 18-0-0 3X5 -- 2X4(B1) I, 8-2-12 L1 J L I 12-0-0 J 1` 20-2-12 Over 2 Supports R=92 PLF W=10-2-12 RL=16/-17 PLF R=96 PLF U=14 PLF W=10-0-0 Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FTruss Components of Oregon (503)357-'118 ••WARNINGI•• READ TUTOFOLLOW ALLTNOTESONTH%i(n )NG,4(0) 16.01 .00. 1 �• � ,,�� ITY:2 OR/-/1/—/—/R/_ 825 N 4th Ave,Cornelius OR 97113 ••11roit ANr•• FURNISH THIS Scale =.25"/Ft. DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLERS. � TC LL 25.0 PSF Trusses require extrema n fabricating, handling, shipping, installing and bracing. Refer to and follow REF R7175- the latest edition of BCSIc(Builtling Component Safety Information, b TPI � a r e 22632 o performing these functions. Installers shall y arta wBCS1 far safety ted o her prier 14659�'S' ` TC DL 10.0 PSF to chord shall have pray tle temporary bracing per BC61 Unless noted otherwise. DATE 05/25/16 properly attached structural sheathing and bottom chord shall have a properly attached r rigid ceiling. Locations shown for permanent lateral r of webs shall have bracing installed per BCSI VI-L,40, (� �` IIII A s 83, 87 or B10, a applicable. Apply plates toeeach iface of truss and posit shown above and on �w ' BC D L 7 O PSF .4���) 1` 'I I the Joint Oetal ls, unlesssnotetl otherw,se. Refer to tlrawings 160A Z for stantlartl plate positions DRW CAUSR7175 16146010 I `v' Alpine, a tlivision of ITN Beiltling Components Group Inc. shall not be responsible for any tleviation from this AN ITW COMPANY drawing, any failure to build the trees ,n conformance with ANSI/TPI 1, '- �,; BC LL 0.0 PSF installation A bracing of trusses. k.or far handling, shipping, CA-ENG BFR/CWC Oesea seal nI this drawing wingfor the crappppe listingµei`•y'4bng,t indicates eccepso�of professional engineering 9�-n...., C T• 19 9 AQ,'"v TOT.LD. 42.0 PSF SEAN— 43621 8351 Rovana Circle responsibility of the Building Designer Y end use of this drawing Ter any structure Is the Y ` per ANSI/TPI 1 Sec.2. r' H W.CO� 1 FROM Sacramento,CA 95828 For more information s t„Is job's if ' BB ALPINE: www.alpineltw.com; TPI; www t .lo general notes page and these web sies: pinst.org; NrCA: www.sbclndustry.com; ICC: www.iccsafe.org Renews:12131/2017 SPACING 24.0" JREF- 1VQY7175Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - C2) MIS uwu NrctrAKEI glom; comNurelz rvNui (LUAUS a urYiciuS;ufJSi suelul;eu Of I„wo it Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF #2 :W6 2x4 HF Std/Stud: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC @ 24” OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD 4X5.==--- No SIZE SHIFT BITE factor for dead load is 1.50. [ 3] W3X3 S 1.75 5X7(R) III 411,1X4 III 3 9-7-2 ws 3-6-8 WW _ r `\ 18-0-0 3X3[3] III 3X7= 3X5= 3X5= 3X5(B1) L-1 '0J 7-3-2 :Ij11 4j_ 7-3-58-4-4 D+c 5-8-2 5-8-2 L 7-3-2 1-11-4 I— J. 11-0-6 J I< 20-2-12 Over 2 Supports :i R=901 U=38 R=1001 U=33 W=5.5" RL=149/-160 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,0O. 1.011O�eR Y:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503))357-2118 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! .� 825 N 4th Ave, Oregon OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 5 TC LL 25.0 PSF REF R7175- 22633 Trusses require extreme care In fabricating, � � the latest edition of BCS! (Building Component handling, shipping, Installing and bracing. Refer to and follow tersshall safety Ie temporary by TPI and NBCA) far Bess oted other prior kI 14659 '� TC DL 10.0 PSF DATE 05/25/16 o paatest ed these functions Installers shall Safety Ie temporary brecing per BCS!. r safe noted otherwise, �1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! S ' BC DL 7 0 PSF .4�Lo�_N to sections 83. B;sir 610, asapplicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 16146011 I the Joint Details, unless ted otherwise. Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITN Building Components group Inc. shall net be responsible for any deviation from this ..7—,N BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build he conformance with ANSI/TPI 1, or for handling, shipping, y AN ITW COMPANYinstallation N bracing of trusses.truss ., . A...I .n th10 dr.wing or..Tier p.D. Ilatln9'hi..r.wing, Ind..t.a apu.pt.ne.of prot..alon.I . Ine•rinp 9,. QFC, T, 19x9 tires TOT.LD. 42.0 PSF SEQN- 43623 roeponelblllty Solely for the design.howl. The IeebIIlty end gee of fh is drawing Tor any etrlsturo la the y� Q s35!RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 See.2. �r�OK�it•A DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; NBCA: www.sbcindustry.com; ICC: www,,ccsefe.org Renews:12/3112017 SPACING 24.0" J RE F- 1 VQY7 1 7 5202 II' Y� xtHAktu t a;r Curu t tz Iu�o r (L U & L NYICYJ i i C) ,� r;;i �;(0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - Cl)op chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= ii 10 p 3X5 1 .5X4/// W4 • 9-3-1 1 .5X4111 —I 10 I- 1-3-0 1-3-0 0 3X5(R) III 3X5= 3X5= � 18-0-0 3X5= 3X5(81) I.1 r J 4-4-1 5-3-3 5-1-13 6-2-1 6-10-6 5-5-11 7-2-5 IIL'' 9-7-4 J, 10-7-8 J r' 20-2-12 Over 2 Supports R=901 U=28 ..:.7.1 RL=171/-168 R=1001 U=35 W=5.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00.0 �; QTY:5 OR/-/1/-/-/R/_ Truss Components of Oregon ((503)357-2118 "INARNINGI'" Reno AND FOLLOW ALL NOTES ON THIS DRAWING! �� Scale e 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH THIS DRACHM TO /CF =.25"/Ft. Trusses CONTRACTORS INCLUDING THE INSTALLERS. "� TC L L require extrema fabricating, hantlling, shipping, installing and bracing. Refer to and follow he latest edition of BCSIc(Building Component Safety Information, by TPI and WTCA) for safety practices prior 25.0 PSF REF R7175- 22634 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. �c,/,,e4" _i TC DL =op chord shall have properly attached a uctural sheathing aC, 14859�'S' 10.0 PSF DATE 05/25/16 :==:1133791.37 r tl calling Locations tr 9 antl bottom chord shall have a ra gr sappl For permanent lateral restraint oP webs shall M1eve bracingpinstalletlp Per attached An �� sections 83, B]or Btp as appl rcable Apply plates to each face of truss and a on W� R7175 16146031 III`—, Q l the Jo nt Ueterls, unless notatl otherwise. Rafar to drawrngs 160A Z for stantlartlspiata es shown above and s�' / •ry BC DL 7 0 PSF DRW CADS I Alpine, a tlrvr sion of ITW Burltlrn Ca posrClons. +.., w r trap:::, 9 mponents Group Inc. shell not be res any dev,atlon From this BC LL AN ITW COMPANY any failure to fbuildtru the truss in conformance with:NSI/TPI 1, Ponsrbla for D.D PSF CA-ENG BFR/CWC installation f bracing of trusses. or for handling, shipping .. �`°'"'n this drawing shown. Th:`wl"ein , Indicates acceptance of pro?ss.lon.l engineering ,F �% w4'' TOT.LD. 42.0 PSF Q 43629 y y C. �, 19 SE N 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sac.2.a�use of this drawing for any structure is the /f -Sacramento,CA95828 For more information sees�igHw"CAW DUR.FAC. 1 .15 FROM BB ALPINE: www, I thus Job's general notes page and these web sites: a pineitw.com; TPI: www, pinst.org; WTCA: www.sbcindustry.com; ICC: www,lccsafe.erg Renews:12/31/2017 SPACING 24.0" JREF- 1 VQY7175Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - C) IBIS MU +keNnkeu FROM euraujeR IiVPllt (LUAUS & u1vlelvsiuns) suuAtirleu BYtt 55 ;art;. Top chord 2x4 HF #2 120 mph wind, 22.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= A. / 1 .5X; \\\11111111111111111111111111 1 .5X4/// 9-3-1 10 —1 10 ii .. = m ti 18-0-0 3X5= 3X5= 3X5= 3X5(61)= 3X5(B1) L1 ,J Ler-I I" 5-5-11 J_ 5 1-13 I_ 5 1-13 7-2-5 _�_ _ J_ 5-5-11 6-10 6 �_ 7-2-5 L 10-7-8 —L— 10-7-8 J Fx 21-3-0 Over 2 Supports >{ R=1038 U=36 W=5.5" R=1038 U=36 W=5.5" RL=192/-192 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 ,' QTY:5 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ..IUMNINGl"• READ AND FOLLOW ALL NOTES ON THIS DRAWING! i TC LL 825 N zlth Ave,Cornelius OR 97113 "•IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �'��� F 25.0 PSF REF R7175- 22635 Trusses require extreme care in fabricating, handl ing, shipping, installing and bracing. Refer to and follow (//0°11"""4!A y the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior f.VJ 1� � TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide t bracing �I 14659 "Y top chord shall have temporary g per all have pr perly otherwise, properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7 1 75 1 61 4601 2 ,4[1___,L1-)B f sections g3, 87 or 610, as applicable Apply plates to each face of trussand position as shown sehove and on ST :l...40 J I the Jo'nt Details, unless notetl ocherw,sa. Refer to tlraw,ngs ifiDA Z forstantlartl plate pea,tianBC LL Alpine, a tl,vision of I5 Bu ding Components Crony Inc. aha„ not be responsible far any dev,atIon from this 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss ,n conformance with ANSI/TPI 1, or for handling, shipping, .4,-,� - AN ITW COMPANY installation A bracing of trusses. ""/`�" 9 '" TOT.LD. 42.0 PSF A seal on this drawing or cover page listing this drawing, Indicate.acceptance of professions engineering 9j...:,.'4. '7• 1g� tto SEQN— 43627 responsibility solely for the design sheen. The suitability and use or this drawing for any structure Is the 0. 8351 Rovana Circle r••peneIbllley oP the aulldlrg Ueclgner par Axsl/TPI 1 s.c.z. �/W DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: /�"•W.��� ALPINE: www.alpineitw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com: ICC: www.,ccsafe.org SPACING 24.0" J RE F- 1 VQY7 1 7 5202 Renews:12/31/2017 (0516225--SCANDINAVIAN GENERAL CONT -Greenberg Duplex Parcel 1 -- VERIFY TIGARD, - CGE) THIS DWG PREPARED FROM COMPUTER INPUT (LUAUS & OIMENSIONS) SUOMII tU BY TRUSS Mi-R. Top chord 2x4 HF SS :T3 2x6 HF #2: 120 mph wind, 22.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located • Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M9 2x4 HF #2: DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per must not be cut or notched. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. + Provide lateral bracing for inset chord. Attach nailer 4X5 at edge of lower roof diaphragm, or use purlins at 24" oc. � IzIll3x7'' '3X5�i �� 9 3-1 10 -1 10 Ailli 18-0-0 3X5= 3X5--- 2X4(B1) X5=2X4(61)= 2X4(B1)= L1 ' 4-0-0 > L1 ,J 2-9-5 1 1— 13-0-410-8-4 '` 5-5-8 5-5-8 I_ 10-7-8 _I_ 11-7-8 12:3 Ir 21-3-0 Over 2 Supports >{ R=334 PLF U=3 PLF W=6-9-8 R=504 U=52 W=5.5" RL=32/-32 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 . i QTY:1 OR/-/1/-/-/R/- Scale =.25“/Ft. Truss Components of Oregon (503)357-2118 aaINARNINGIae READ AND FOLLOW ALL NOTES ON THIS DRAWING! Ot 1 OFF 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT” THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R TC LL 25.0 PSF REF R7175- 22636 rn Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow A � the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 1 0.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 14659 '� 05/25/16 top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached �r r,gid ca ling. Locatioss shown for permanent lateral restraint of webs shall have bracing natalled per BCSI = BC DL 7.0 PSF All,4 �O`� I sections B3, B]or BtO, as applicable Apply piacess to each faceoof tru tantl position as shown above and on � � DRW CAUSR7175 16146013 __,P I to the Joint Details, unless noted otherwise. Refer drawings 160A Z iotas antlartl place positions Alpine, a division of ITN Bw Id ng Components Group Ic. shall n t be responsible fnr any deviatlnn from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build Chia truss In conformance with ANSI/TPI 1, or for handling, shipping, e; ; N AN ITW COMPANY instal I ion A bracing of trusses. • A Opal en this drawing or Dever peps listing this drawing, InIdlwGe eeoepeanee of profeaelee.I engineering 9,., FC 7 19 9 (��.NI TOT.LD. 42.0 PSF SEAN- 43638 responsibility solely for the design shown. The suitability end tam of this drawing for any atructura is the �-n 8351 RovanaCllCle responsmn lty ar the Building Designer per ANSI/TPI , Sac.2. sr/qM ' C.4% DUR.FAC. 1 ,15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: N ALPINE: www,alpineitw.com; TPI: www,tpinst.org; WTCA: rmv.sbcindustry.can' ICC: www.iccsafe.org SPACING 24.0" J RE F- 1 VQY7 1 7 5 ZO2 Ranawu'19/41/9017 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - BGE) rHls DWG PREPARE() FROM cumPu teR INPUT (LUAUS & ulwieNslums) SWIM Itu BY !Russ lilt K. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 20.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. 4X5-=- load applied per IRC-12 section 301.5. Creep increase factor for dead load is 1.50. III 10 10 11III AIM 1 11 ill 11111111111111111116L 111111111 4-11-6 paiMMIIIIIMMIl �� \ 18-0-0 2X4(61)= 2X4(61) L 1l L 5-5-8 --I_ 5-5-8 J H10-11-0 Over Continuous Support >{ R=128 PLF U=19 PLF W=10-11-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 Truss Components of Oregon 503)357-2118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! n QTY:1 OR/-/1/-/-/R/ SCa I e =.5"/Ft. 825 N 4111 Ave,Cornelius OR 97113 ww IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a��`'�D •O�C TC LL 25.0 PSF REF R7175- 22637 Trusses require fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition eofBCSI unction . i(Building Component Safety Information, by TPI and WTCA) for safety practices prior tc2 ,' 7(�/`♦. TC DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, 4IC7 14659�` DATE 05/25/16 top chord shall have properly attached structural sheathing and bottom chord shall have �a. rigltl ceiling. Locations shown for permanent lateral r a properly attached r' BC D L ci lens 63, BT or B1Q a int of webs shall have bracing n el lad par Bcsl 7.0 PSF DRW CAUSR7175 16146014 mais .4�I Ol� Ti 5e s applicable Apply plates toeeech race of truss antl position as shown above and on ,I1 r. 0 a L J I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions yy 1 Alpin, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this BC L L 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY idrawinnstal gation, any tailore bracing ofu'ld russes.trusshe in conformance with ANSI/TPI 1, or for handling. shipping, t .,•_ . A meal on this drawing or cover pep* listing this drawing, indicates.ee.ptenof of profsolonsl onelno.rinp /�.....`....'F/� �g (.,," TOT.LD. 42.0 PSF SEQN- 43632 responsibility solely for the design show. The suitability aro use of this drawing for any structure Is the // C, T� 19 (SV 8351 RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 See,2. Q DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s this Job's general notes page and these web sites: v�,�H�,V s•� ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www,sbcintlustry.com: ICC: www.lccsafe.org SPACING 24.0" J RE F- 1 VQY7 1 7 5 ZO2 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - DGE) Top chord 2x4 HF #2 IHS DWU PRePAhco FkUIN Cum1Ful i� iNPUi (LUAUS �, )ii„tluslulis/ SUu,ulliitu u; r,<uJS 1.,1;z. Bot chord 2x4 HF #2 120 mph wind, 20.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and claddingload not to exceed 5.00 PSF one face and 24.0" span o Wind loads and reactions based on MWFRS with additional C&C member may be notched 1.5" deep X 3.5" at 48" o/c alongptopledge. DO NOT chord design. OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel . Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record, 2X3 studs require reinforcement at 70% of the See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing length tabulated for 2X4 studs of the same grade. requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= Addll 1 0 5-10-14 ii gi Andi . .11.1 Ikliii 2X4(B1) ----- 2X4(B1) L- 6-7-5 -1— 6-7-5 k13-2-10 Over Continuous Support J R=120 PLF U=9 PLF W=13-2-10 RL=9/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00.0 TY:1 Truss Components of Oregon ((503))357-2118 •'WARNINGI'• READ AND FOLLOW ALL /R ON THIS DRAWING! ��.�� n. F Q OR/-/1/-/-/R/- Scale e 825N4th ponentCornelius OR97113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL Ip =.375"/Ft. Trusses require extreme CONTRACTORS INCLUDING THE INBTALLERS. 7 TC LL _ Cha latest edition ofWSJcare in(Building abricating, handl ing, shipping. Installing and bracing. Refer to and follow to performing these functions. Installers s^shallent Safety Information, by TPI and RBCSI for reser DATE R7 05/25/16 Cop chord shall have properly attached provide temporary bracing per BC51. Unless pnotedroperly attached eor rigid cell) structural sheathing and bottom chord shell have PSF REF 175 22638 � 14658�'3' � ' TC DL 10 0 PSF ^9� Locations shown for permanent lateral restraint of a properly attachetl � T1 s 83. 87 or Locations a webs shall have bracing installed A 1 applicable. Apply plates to each face of truss and position as shown aboveandf BC D L 7.0 PSF .4 I�,�1\ I I ihatJonnt Details, unlessnoted otherwise. Refer to drawings 160A-Z for standard plate positions. " .-. 15/.14.46141110 DRW CAUSR7175 16146015 u ' \vl Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this AN ITW COMPANY 1..t.,lac,n&abracin9 f"trusses=react ,^conformance with AN51/7PI ,, or for handling, shipping, BC LL 0,0 PSF CA-ENG BFR/CWC .N AA.see! on responsibility auhei�r r wooer w�Ige listing thhis drswIng, indicates soosptanoe of professional engineering 'F...• �9 �r TOT.LD. 42.0 PSF 8351 Rovana Circle responsibility.f the Building Designer per ANSI/TPI 1 See.2.°"d""of this drawing for any structure IN the '9/ 7, t9 SEQN- 43640 Sacramento,CA 95828 Far more information a VP/ 0.W.`+�Q►Q� DUR.FAC. 1 .15 FROM BB ALPINE: www, I chis job's general notes page and these web sites: a pineltw.com; TPI:awww.tpinst.org; WTCA: www.sbcindustry.eoln; ICC: www.lccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1 VQY7175Z02 'HIS DWG Fritl'AREU FROM GUhlrUiti INFUI (LUAUS 5 UIiVILI')JIUNS) SUuviiilLU UI fkuu:, FUDR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - D) Top chord 2x4 HF #2 120 mph wind, 20.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1)4o I,1 10 10 5-10-14 o� U �L 1 .5X4 III . 2X4(81)= 2X4(B1) L1 ' 6-7-5 >I-< 6-7-5 L- 6-7-5 j .. 6-7-5 J F-- 13-2-10 Over 2 Supports R=680 U=14 W=5.511 R=591 U=6 W=3.5" RL=110/-119 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0G�D N. QTY:1 OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components Cornelius on (503)357-2118 ••wARxl FURNISH •• READ AND NG TO ALL NOTES ON THIS INCLUDING � TC LL 25.0 PSF REF R7175— 22639 825 N 4th Ave,Cornelius 012 97113 "IBPDHiIwr•• FUNxiSN THIS DRAWING To ALL CONTRACTORS INCLugixD THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow l *.' the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall ids [ 14659 'Q TC DL 10.0 PSF DATE 05/25/16 chord shall have provide temporary bracing per all Unless noted attached i' top properly attached structural sheathing and bottom chord shall have a properly attached r rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI f. l BC DL 7.0 PSF DRW CAUSR7175 16146016 odlikb ,4�1 O� sections 83, 87 or 810, as applicable. Apply plates to each feta o£truss and position as shown above and on l L I T the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/CWC I 1 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this = , drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing or trusses. .,9_."..� Cr 7. t' �.�„'''� TOT,LD, 42.0 PSF SEQN— 43642 seal on tills drawing r cover paps listing this drawing, Indicates soosptance of p !anal enolnserino n 4� responsibility solely for the design shown. The sultablllty and use of this drawing for any structure le the f. • S DUR.FAC. 1 .15 FROM BB 8351 Rouen Circle responsibility of the Building Designer par ANSI/TPI 1 Sac.2. -14 W`.y� Sacramento,CA 95828 For more information see this Jul,5 general notes page and these web s SPACING 24.0" JREF— 1V Y7175Z02 ALPINE: wwa.alpineitw.com; TPI: www.tpinst.org; WTCA, www.sbcindustry.com; ICC: www.iccsafe.org Renews:12/31/2017 Q (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - GGE) THIS OH, PkEPAREU F ROW CUMpUFER INPUT (LUAUS & 1)1iviLiCi1(.446) SU&ME i i[U isY IkUSS iiFR, Top chord 2x4 HF #2 :T2 2x6 HF #2: Bot chord 2x4 HF #2 120 mph wind, 22.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span o Wind loads and reactions based on MWFRS with additional C&C member must not be cut or notched. P opposite face. Top chord design. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS equireA12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. + Provide lateral bracing for inset chord. Attach nailer factor for dead load is 1.50. at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5= /A I 3X7' lot 10 —I 10 8-10-6 �;,11 I o 3X5= " 18-0-0 2X4(61)-•- --- 3X5(B1) ter J k 13-9-2 >1< 6-6-10 6-9-13 3-4-1 3-2-15 0-4-5 6-6-10 Fr 20-3-12 Over 2 Supports R=219 PLF 0=13 PLF W=7-8_O RL=24/-26 PLF R=866 W=3.5" Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon (503)357-2118 'wrIARNINGI+• READ AND Fara AFLT/R 6N TM%(�)�14(0) 16.01 .00. 41 0A� TY:1 OR/-/1/-/-/R/_ Scale =.25"/Ft. 825 N 4th Ave,Cornelius OR 97113 w•IMPORTANT•• FURNISH THIS mynas T6 ALL Trusses require extremecare in Fabricating, handling, shipping, INCLUDING and THE INSTALLERS. S TC LL 25.0 PSF the latestssedition of SCSI in fabricating, Safety Information, installing MTCA)rfor"safRefer to and follow to performing these functions. Installers shallsafetypractices attar priors , kid 14859 TC PSF DATE R7 05/25/16 REF 175 22640 top chord shell have y Ie ormation, bracingyTPIper TSCA) Unless noted rices DL 1 0•0 tl c proper) ettechetl structural sheathingand bottom chord shall have `ww rigid e'ling or shown for permanent lateral restraint of a properly attached IL A l sections 63, 67 r 610, applicable. Apply plates to each face of truwebs shall have bracing installedbo per KS! �„ 5/�� BC DL 7 �` .4 II I�)0 1` II, , the Joint Details, unlessnotedotherwise. Refer t for and position as shown Dove and on 0 PSF DRW CAUSR71 75 L-llLll ' `�1' I Alpine, a division of ITW Building Com o drawings 160A Z forstandardplata positions. 16146017 • drawing, 9 Pones Group Inc. shall not De responsible for any deviation From this BC LL 0.0 PSF AN irw g, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �'• �� - COMPANY Inatallat,on 6 bracing of trusses. CA ENG BFR/CWC responsibility en this drawing for the I hitting this drawing,itllxne•u..fthine.or gprofeeelonal engineering /pis ��C, ), 1,40 ���v TOT.LD. 42.0 PSF Q 43658 8351 RovanaCircle responsibility or the Builth y end use of this drawing Tor any structure 1•the �. SEQN-- na Designer per ANSI/TPI , s.e.z. IdH C��� DUR.FAC. s81;r3,Re6m,ca 9ssz8 Far more information a W 1 .15 FROM BB ALPINE: wwwwthls Job's general notes page and these web sites: .alpineltw.com; TPI:a .tpinst.org; NTCA: www.sbclntlus[ry.com; ICC: wes.Iccsafe.org Renews:12!31/2017 SPACING 24.0" JREF- 1 VQY7175Z02 !ills !iib i'i(LFAKLU i-i'Uid UU1iPUiLi[ ii,PU1 (LUAU& & UimLNS!USS) SULi l i iLU [31" I LISS M i. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - G) Top chord 2x4 HF #2 120 mph wind, 22.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= ii / >51A15x4// x 8-10-6 i. — ■■ — ►. " 18-0-0 ' 3X5= 3X5-- - 3X5 X5=3X5(B1)= 3X5= 3X5(B1) 1.1 'J I_ 5-26110-9 J_ �4-11-0 I_ 4-11-0 J_ 5 2 14 I' 6 6-10 I` 6-10-9 10-1-14 10-1-14 20-3-12 Over 2 Supports >{ R=998 U=33 W=5.5" R=912 U=25 W=3.511 RL=166/-174 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. R1*4nF � QTY:7 OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Components of Oregon (503)357-2118 .4WININGiaa READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF "7175 22641 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y ` TC LL 25.0 PS F Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier 4, 14659�7 '~• TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide sheath temporary bracing per SCSall eUa ss properly otherwise, 7 0 PSF DRW CAUSR7175 16146018 top chord shell have properly attached structural sheathing and bottom chord shall have a pr oted attached herwis r- rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI Ise�. BC DL .4�1 1 sections B3, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on L J iha e,nt Gata,ls. unlaaa ntedetM1ewlae. Rear to tlrawinga,BGA Z for=tantlard plata pes,t,ens. BC LL 0.0 PSF CA ENG BFR/CWC i Alpine, a tlivislon o£ ITW Builtling Components Group Inc. shell not be responsible for any tleviat�on from this . :ill drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 1, AN ITW COMA4NY Installation&bracing of trusses. °,— a% Lw TOT.LD. 42.0 PSF SEQN- 43660 A seal on this drawing or cover pege listing this drawing, Indicates ocseptonco of profsesIona! engineering W �' 7, �9 Qy responsibility solely for the design Man. The suitability end u.e of this drawing for any structure I.the fi�d�ll W.CO DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 96828 For more information see this job's general notes page and rheas web sates: SPACING 24.0" JREF– 1 VQY7175Z02 ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12/31/2017 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - GG) 'IR 15 MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS IDNS) suuailiFEU NY TRUSS a11R. Top chord 2x4 HF #2 Bot chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQU I RED 1 t 2 Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) • (Lumber Dur,Fac,=1.15 / Plate Dur,Fac.=1,15) Webs 1 Row @ 4" o.c. TC- From 76 plf at 0.00 to 76 plf at 10.16 Use equal spacing between rows and stagger nails TC- From 76 plf at 10.16 to 76 plf at 20.31 in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 20.31 120 mph wind, 22.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 901.43 lb Conc. Load at 1.09, 3.09, 5.09, 7.09 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 9.09,11.09,13.09,15,09,17.09,19,09 DL=4.2 psf. Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4X8(R) III [ 6] W3X5 3.25 L 1.25 [14] W3X5 3.25 R 1.25 Olil [15] W4X5 S 3.50 3X5[6] 3X5[14] AUUN 8-10-6 3X10(612R)% " 18-0-0 4X5[5] III 6X8= 4X5= 4X5[15] III 3X10(B12R) 5-4-1 fz 4-9-13 >d< 4-9-13 >1..c 5-4-1 >I I, 10-1-14 ,I, 10-1-14 J 20-3-12 Over 2 Supports R=5384 U=265 W=3.5" R=5317 U=289 W=3.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00.,.,/ VOBRppf Y:1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 •.WARNINGI•. READ AND FOLLOW ALL NOTES ON THIS DRAWING' .t Scale =.25"/Ft. 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT•• FURNISH THIS DRAWING TO ALL coffumCTORs INCLUDING THE INSTALLERS. 7 TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow • REF R7175- 2 2642 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior v� 1 46 5 9 F� to Performing these functions. Instb„ars sM1a„ provitle temporary bracing par SCSI. Unless noted eche wise, T IC DL 10.0 PSF DATE 05/25/16 top chord shall have properly attached structural sheathing and bottom chord shall have v --- 0411164 rig d ceiling. Locations shown for permanent lateral r a properly d per p IIIrIII�I1 actions 63, BT or 810, a restraint of webs shall have bracing installed per SCSI ' 3� BC DL 70 PSF A` LO�� I I ti s on s applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 16146019 the Joint Oetalls, unless noted otherwl se. Refer to tlrawings 160AZ for standartl plate positions Alpine, a div s of ITW Building Components Group Inc. shell not be responsible for any deviation fran this ” N drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, '='"• BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW CO MP,4NY installation a bracing of trusses. pPing. ,.,.: "n r A seal on this drawing.r cover p.g. Bating this drawing, Indlo.t.e. 9 �`C r, 19x9 Q TOT.LD. 42.0 PSF SEQN- 4 3663 responsibility solely for the design.ham. The suitabilityand us.of this de of grfany s uct engineering t p 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c. . Ghia tlrewlrp for any structure Is the Sacramento,CA 95828 rZOW.CO DDR.FAC. 1 .15 FROM BB For more information see this Job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA; www,sbcindustry.com: ICC: www.iccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VQY7175Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - EGE) tNls MG vHetAReu FROM COMPO lert INPO r (LOAOS & utMENS lONS) suHwsrtFED BY iltuss w11<. Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per must not be cut or notched. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC 12 section 301.5. for dead load is 1.50. + Provide lateral bracing for inset chord. Attach nailer 4X5= at edge of lower roof diaphragm, or use purlins at 24" oc. Gi , 3X7�� P :111 s q� 10 8-10-15 ' —1 10 is 1 ,..,..._____.,,_e_lima_s_._, , i II 1 ,. i , " 18-0-0 3X5= 2X4(B1)= 3X5(81) I-1 '-111"I 13-9-13 "I` 6-7-5 I-- 6-9-13 _l_ 3-4-12 !I, 3-2-15 0-4-5 ..a..1_ 6 7 5 -,j 20-5-2 Over 2 Supports R=252 PLF U=13 PLF W=6-9-0 R=859 W=3.5" RL=28/-29 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 4 .; QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503))357-2118 ••wARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,<�,R , OFF TC LL 25.0 0 PSF 825N4th Ave,ComehusOF297I13 "IIroRTANr• FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 22643 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (BuildingCo r • TC DL Component Safety Information, by TPI and MBCSI for safetypracticesoiher prior /.. 14659 ,r 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise.Olgliblk /414 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI ,.- BC DL 7.0 PSF DRW CAUSR7175 1 61 46020 ,4�I _ sections 63, 87 or 810, as applicable. Apply plates to each faceoftruss and position as shown above and on L J I TM the Joint Details unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC i drawing, any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, a= a AN 11W COMPANY Installation M bracing '"` of treaded. 9 '*' TOT.LD. 42.0 PSF SEQN- 43653 A Desi on this drawing or cover paps listing this drawing, indicates ecdeptanc•of profeselenel engineering .,,4'C9e responsibility solely for the design shown, The suitability antl use of this drawing for any structure Ishe �� 7, 1 A 8351 Rouen Circle responsibility of the Building Designer per ANSI/TPI 1 see,2. ��' ^ A DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information a this Jobs general notes page and these web sites, ��W C� ALPINE: www.alpineitw.com; TPI: www,tpinst.org; VTCA: www.sbcindussry.com, ICC: www.Iccsafe.org SPACING 24.0" J RE F- 1 VQY7 1 7 5 ZO2 Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIT-TED HY TRUSS ((I-H (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - E) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 22.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= I A 1 .5X4% —1 1°1 .5X4/// • 1 10 8-10-15 ii u. .. 3X5= 3X5= " 18-0-0 3X5(B1)= 3X5= 3X5(B1) L1 ,J 5-3-4 4-11-5 4-11-5 6-11-0 —I" ,l- 50 6-7-2 6-11-0 L 10-2-9 10-2-9 ,I ' 20-5-2 Over 2 Supports R=1003 U=34 W=5.5" RL=167/-175 R=917 U=25 W=3.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00.0 !^ QTY:5 OR/—/1/—/—/R/— Truss Components of Oregon (503)357-2118 ..WARNINGIww READ AND FOLLOW ALL NOTES i Scale e 25“/Ft. 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT” FURNISH THIS ON THIS DRAWING' �� Q�� _ DRAWING To ALL shipping,cinstTORS instalINCLUling and braTHE ing,INSRefer TC LL 25.0 PSF Trusses require extreme in fabricating, handling. installing bracing. Refer to and follow REF R7175— 22644 the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety /� to performing these functions. Installers shall provide temporary bracingpractices prior eR, 14659T�Y ' • TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathingho per BCSI. Unlessa notedy otherwise. rigid telling Locations shown for permanent lateral r and bottom chord shall have a properly attached �w '7 05/25/16 t� sections B3, B7 or B1n, as applicable. I restraint o£webs shall have bracing installed per BCSI / 'r+ BC DL / .0 A f1 L �1 N IApply Plates[o each face of trussandposition as shown above and on PSF DRW CAUSR7175 16146021 I� O I the Joint 3, o unless noted otherwise. Refer es todrawings ace of for standard plata positions. BC tlAAlpine, any ivision of I TWl Bithe ldintrusspinentsGrmanceInc. shall not lbt rsponsible for anshipping, deviation from this LL 0.0 PSF AN ITW COMPANY instal lotion A bracing of trusses. or for handling, hi mp g, CA—ENG BFR/CWC Ae..al on this drawing or cover peg. listing this drawing, Indicate.acceptance of prof.sslon.l engin..ring 9 TOT.LD. 42.0 PSF $EQN- 43644 sponsibility solely for the design shwn. The It1 S.w.y end use of this drawing for any structure Is the \ is.....:!II:1 ,::0;51 �_n Q8351 Rovana Circleresponsibility of the Building Designer per ANSIYTaI 1 Seo.z. V Sacramento,CA 95828 For mere information aDDR.FAC. 1 .15 FROM BB ALPINE: www.alpineitw.com; TPI:ewwwt tis job's general notes page and these web sites: pinst.org; WI'CA: www.sbcindustry.com; ICC: www.lccsafe.org SPACING 24.0" Q Renews:12/31/2017 JREF— 1V Y7175202 I HIS DYI(, PHEFARLD I-HUM LUIIPUiEH INFO i (LGAUS & U IWENS iui'i5) SUU&I i 1 L Li iiiu5_i ,rii-IC. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - El) Top chord 2x4 HF #2 120 mph wind, 22.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. 4X5= I\ 10 10 1 .5X4\\\ 1 .5X4/// �� / 8-10-15 • W. sm — 18-0-0 r 3X5(61)= 3X5= 3X5= 3X5= 3X5(B1) 2" 5-3-4 4-11-5 _l_ 4-11-5 J_ 5-3-4 6-11-0 -I- 6-7-2 I` 6-11-0 L 10-2-9 —I, 10-2-9 J k20-5-2 Over 2 Supports :{ R=921 U=30 W=3.5" R=919 U=30 W=3.5" RL=156/-156 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0QTY:2 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 '•wARNINGI.w READ AND FOLLOW ALL NOTES ON THIS DRAWING! �Q OpF 825 N 4th Ave,Cornelius O 97113 "IIpoRTpxr•' FURNISH THIS DRAWING TO ALL CONTRACTINCLODIxe THE INsrALLERS. 4,'ORS TC LL 25.0 PSF REF R7175- 22645 Trusses require care in fabricating, handling, shipping, installing and bracing. Refer co and follow the latest edition ofrBCSl (Building Component Safety Information, by TPI and WTCA) for safety practices prior 4CJ J oTC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unlessnoted otherwise, 14659 cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached y rigid cei I Ing Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI / �a*°'"° BC DL 7.0 PSFDRW CAUSR7175 16146022 ,4 ILL t, sections 83, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on L J I the.loin Details, unless noted otherwise Refer to drawings 160A-2 for standard plate positions BC LL 0.0 PSF CA ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, •; AN ITW COMPANY installation bracing e£tresses. ' y VV TOT.LD. 42.0 PSF SEQN- 43646 responsibility Ebb solelyforthe cover wlg listing this edrawing, 0 0bl�ltyn.ne uuae w+fit.drawing for.b lany nai structure engineering 9, 'FC 7, 10 ‘4 8351RovanaCircle responsibility or the folling Designer per ANSI/TPI 1 sew.2. ��`,���.wAQQ DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s thin job's general nates page and chase web s 4S` SPACING 24.0" J REF- 1 VQY7 1 7 5 Z02 ALPINE: www.alpineitw.con; TPI: www.tpinst.or5. WrCA: www.sbcinduetry.con; ICC: www.,ccsafa.org Ranawe•1711117017 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - E1G) ;""i r'<"A"LU FROM CUiNulek i F' otios utrir u;u,j ub,i;iLo , .iiCUs Top chord 2x4 HF #2 Bot chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQUIRED 1 t Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule;0.120"x3", min. nails :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 76 plf at 0.00 to 76 plf at 10.21 Use equal spacing bdtsplrows and stagger nails i TC- From 76 plf at 10.21 to 76 plf at 20.43 n each row to avoid splitting. BC- From 7 plf at 0,00 to 7 plf at 20.43 120 mph wind, 22.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 901.43 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 9.06,11.06,13.06,15.06,17.06,19.06 DL=4.2 psf. Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD 4X8(R) III No SIZE SHIFT BITE [ 5] W4X5 S 3.50 [ 6] W3X5 3.25 L 1.25 11 [14] W3X5 3.25 R 1.25 [15] W4X5 S 3.50 3X5[6] a 3X5[14]o� AUØ1I 0 8-10-15 ��21 „ 18-0-0 3X10(B12R)% 4X5[5] III 6X8= 4X5= 4X5[15] III 2", 3X10(1312R)lac o� 5-4-7 D..1< 4-10-2 >Ic 4-10-2 >I< 5-4-7 I_ 10-2-9 ,I— 10-2-9 J H 20-5-2 Over 2 Supports ;{ R=5429 U=308 W=3.5" R=5282 U=301 W=3.5" PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00.0 + QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ”WARNING1 ws READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` ° •' all .'6-omeh 503)33 "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow R7175- 22646 — the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior to performing these(properly Installersachstructural aha a provide sheathing temporary bracing per BI:SI. a safety notedy otherwise, 14659 'Q TC DL 10.0 PSF DATE 05/25/16 top chord shall have properly attache,scruccural sheathing antl bottom chord shall have rig tl ceiling, Locations shown for permanent lateral restraint of webs shall have brecla properly attache, .41� L0�� I sa tions 83, B7 or 870, es applicable gpply platcos io each face of tru t ng i^tail U per BCs^ ~! TQi r DL 7.0 PSF DRW CAUSR7175 16146023 IILII=, I I the Joint Details, unless note,otherwise. Refer drawings 160A 2 forss antl position shown bave antl o J/ BC f+ standard plate positions. Alpine, a division of ITN Building Components Group Inc. shall net be responsible for any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to buil, AN ITW COMPANY installation R.bracing the truss in conformance with ANSI/TPI 1. or for handling, shipping. �1. ^ g of trusses. A...l on this drawing or toyer peg. listing this drawing, Indloeg.s.00.ptanes of professional engineering 9 , C J, 19+9 A�yY TOT.LD. 42.0 PSF SEQN- 43650 responsibility solely for the design shown. The suitability end use of this drawing for any structure is the Al S 8351 Rovana Circle r«ponelm l Ity of the Building Designer per ANSI/TPI 1 Sac z Q►Q DUR.FAC. 1 .15 Sacramento,CA 95828 For more information see this baa 4,.. C� FROM BB job's general notes page and these web sites: "I ALPINE: www.alpineitw.co,, TPI: www.tpinst.org; NTCA: www.sboindustry.con; ICC: www.iccsafe.org SPACING 24 0" Renews:12/31/2017 JREF- 1 VQY7175Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - FGE) iii' L�� N Liartu rit0ivl cui+i unit irvrut (LUAUS & ❑irmtivsiots) ;u�„Itr (. Top chord 2x4 HF #2 120 mph wind, 20.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0” span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= EN 10 iIIiihk . 5-10-5 ' i i �� 4'h 18-0-0 \l 2X4(B1)= 2X4(B1)= L 6-6-10 6-6-10 J I ` 13-1-4 Over Continuous Support R=120 PLF U=9 PLF W=13-1-4 RL=9/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. p1BRo TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI•• READ AND FOLLOW ALL NOTES DNTHIS DRAWING! 'L * TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT". FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 22647 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 0ww 14659 k% lit. TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, `P r- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / ,cm rigid ceiling.ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCS, ,!- /....+�I• BC DL 7.0 PSF DRW CAUSR7175 16146024 sections B3, B7 or B10, es applicable. Apply plates to each face of trussand position as shown above and on �, ALM the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL �i L�L TM Alpine, a yifailurision of ITR Building Components con group Inc. shall not be responsible for any deviation from this .:i :'N 0.0 PSF CA ENG BFR/CWC drawing, any failure o build the truss in conformance with ANSI/TPI 1, or for handling, shipping, v _ AN ITW COMPANY installation b bracing of tresses 'FC 9�9 �" TOT.LD.LD. 42.0 PSF A well on this drawing Cr.over pege listing this drawing, indicates.ccept.nc.of profee.ion.l engineering '9/S, J, t �k► SEQN- 4 3656 reeponslblllty solely for the design shown. The suitability end use of this Brewing for eny structure Is the FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sae.z. T`AH W.��� DUR.FAC. 1 .15 Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.aIp neitw.com: TPI: www.tpinst.org: WTCA: www.sbcineustry.com: ICC; www.iccsafe.org Renews:12/31/2017 SPACING 24.0" J RE F- 1 VQY7 1 7 5Z02 1 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - HGE) THIS DWG PREPARED FROM COMPUTER INPUf (LOADS & DIMENSIONS) SUBMITTED HY 1 R055 MI-R. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and claddingload not be to exceed 5.00 PSF one face and 24.011 span opposite face. Tochord design.loads and reactions based on MWFRS with additional C&C member OVERCUTnoNohed knots5ordotheX 3umbe.5" rtde8ectso/c allowedtwPthane12�0oNOT f notches. Do not notch in overhang or heel panel . Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5= /11116\1\ 3-8-13 Aill I OI NE • 2X4(61)w ( 1) 4-0-0 4-0-0 H8-0-0 Over Continuous Support R=132 PLF U=32 PLF W=8-0-0 RL=12/-12 PLF Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) Truss Components of Oregon ((503))357-2118 '•waRNINGI•• REgpARpFOLLoruTgR 2%(�)�14(0) 16.01 .00, C11BRp TY:1 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius O12 97113 ...IMPORTANT.. FURNISH THIS DRAWING To ALON L .�� FF Scale =.5"/Ft. Trusses CONTRACTORS INCLUDING THE INSTALLERS. \� TC LL require extreme fabricating, handling, shipping, Installing and bracing. Refer to and follow 141, 2 5 0 PSF REF the latest edition of BCSIo(Building Component Safety Information, by TPI and NTCS for safety44 R7175-05/25/16 22648 o performing these functions. Installers shall provide temporarybracing > practices prior 14659 TC DL 1 0.D PSF DATE top chord shall have properly attached structural sheathing and bottom chortlesM1alslheve"less noted otherwise, ^� a �. rlgitl ceiling. Locations shaven for permanent lateral r a properly attached ��/,� actions B3, B7 or B10, a astral nt b,webs shall have bract ng in relied par BC51 / DL Ir1I A TI s s applicable. Apply plates to each face of truss antl position a shown above antl o BC 7.0 PSF DRW CAUSR7175 16146025 ,q�I�) 1` III iha Joint Details, unless notetl otherwise. Refer to tlrawings 160A Z for stantlartl plate positions n ILI1 I \J p Alpine, a division o£ ITA Buiid Components Group Inc. shall not be responsible for any tlevlation frgn this BC L L 0.0 PSF AN ITW COMPANY drawing, any failure to build the truss in conformance with ANSI/TPI 1, or �• 'E N CA-ENG • nstellation b bracing of tresses. for handling, shipping, BFR/CWC ems hlii'LY drawing o ely°f the dr esign purl listing this drawing, Indloatss sowpsslldw of professional engineering ,0 "'F0. T, .100 Qk'v TOT.LD. 42.0 PSF SEAN- 43674 \ ss 8351 Rovana Circle responsibility of the Building esi Designer suitability and use or tills drawing for any structure Is the _ e per ANSI/TPI ,s.d,s. Tj�NW G� DUR.FAC. 1 .15 Sacramento,CA 95828 For moreFROM BB ALPINE: www information s this Job's general notes page and these web sites: e pineltw.com; TPI: www.tpinst.org; WTCA: www.sbcintlustry.com; ICC: www.iccsafe.org Renews:12/3112017 SPACING 24.0" JREF- 1VQY7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - H) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 10 10 ■ 3-8-13 II ■ _. 9-0-0 / ER =' 1 .5X4 III oarel 2X4(B1)= 2X4(B1) << 1 ' 1-E1 , 31 4-0-0 >< 4-0-0 >{ L 4-0-0 _I, 4-0-0 J IE 8-0-0 Over 2 Supports >j R=441 W=3.5'i R=441 W=3.5" RL=84/-84 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. p116p0A.. TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components 4thAve, of Cornelius ((503)357-2118 ••MARNI RNI H HISREADRAWING NG TO ALL ONTES ON THIS DRAWININCLUDING '� TC LL 25.0 PSF REF R7175- 22649_ 825 N 4th Av ,Cornelius 012 97113 "IMPORTANT.. FURNISH THIS oRAWIxD To ALL caxrNAcroRs 1NCLUDINB Txe INSTALLERS. C4 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow V� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier �' 14659 'Q TC DL 10.0 PSF DATE 05/25/16 TM. o performing these£unctions installers shall provide temporary bracing per BC51. Unless noted otherwise, ` — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached "«-- rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI �w-' ,, BC DL 7.0 PSF DRW CAUSR7175 16146026 sections B3, B7 or B10, as applicable. Apply position as shown above and on I� 1 app pp y plates to each face of truss and BC A ILI O 0 N 1 i theJoint Details, unless noted otherwise. Refer to drawings 160Ao-Z for standard plate positions. LL LI, I Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this .;L. .N0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses, g' 9 '40 7 19$9 Q,c TOT.LD. 42.0 PSF SEQN- 43676 A seal this drawing or ower pegs listing this drawing, Indlutes seeeptenCe of p lanai engineering /�_!► responsibility solely for the design shown. The suitability and use of this drawing for any.tractor. Is the VVT4ANYVr C��Q DDR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibi I ity of tho Building Designer per ANSI/TPI T sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: mme.alpineitw.coe: TPI: eew.tpinst.org: WTCA: eww.sbcindustry.com: ICC: eem.iccsafe.org Renews:12/31/2017 SPACING 24.0" J REF- 1 VQY7 1 7 5Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - H1) MISuai PKtPAKt1i FK(IPo1 coniNuttK tvNui (LOADS & fntNStuiJ ) quo„t;ritu of rauSJ irlrtt. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 10 10 3X3(R)= 3-8-13 _\ q .. 1,1 1-0-12 ►: �J �, 9-0-0 3X5= 2X4(81) 1 .5X4 III 1 ' >L F` 4-0-0 3-2-8 3-2-8 L 4-0-0 ,I 3-2-8 H7-2-8 Over 2 Supports I R=420 W=3.5'i R=310 RL=62/-67 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. , 00 I',. Truss Components of Oregon ((503)357-2118 ••111ARNINe1•• READ AND FOLLOW ALL NOTES ON Tins DRAWING! �, iC pF�'�Q,TY:1 OR/-/1/-/-/R/ Scale =.5"/Ft. 825 N4th ponent Corneliusn &503113 "'IMPORTANT.* Pugxlsx THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. ! TC LL 25.0 PSF REF R7175- 22650 Trusses require a In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition ofBCSI unctionB.Insting Component Safety Information, by TPI and WTCA) for safety practices prior w TC DL /� to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, �fyyww 14659 F,Q 10.0 PSF DATE 05/25/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `f v rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 0 PS F .4 ^\� I sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on � DRW CAUSR7175 16146027 III`lLl IJ the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for s standard plate positions l , Alpine, a division of ITw Building Components Croup Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shippin o''"" N AN ITW COMPANY installation a bracing of trusses. g. • A seri an this drawing or mover pegs listing this drawing, ll indicates ups .ptanoe of professional engineering �fC. 7� AS �w TOT.LD. 42.0 PSF SEQN- 43678 revormierIIty solely for the design shown. The suitabllity and uof this drawing for any structure I.the /s 1 8351 Rovana Circle reaponeiblilty of the Building Designer Per ANSI/TPI 1 See.2. )f4 CO DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information s this job's general n ALPINE: dew, I Itw.com; TPI: ww.tpinst.org; WTCA: dew sbelntlusG these web sites: a pins y.tem: ICC: .Ictaafe.erg Renews:12/31/2017 SPACING 24.0” JREF- 1 VQY7175Z02 (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - IgE) Top chord 2x4 HF #2 IRIS UWG PktPARL/ FROM Coi,lr'UILR IliFii( (LUAUS & UltrjLNSioiiSi suailtiilL/ bi IIiUsJ &Irk. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel , engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1,50. 4X5= goor/iiiiiiiiiill\si\ 10 3-7-2 A ■ I■I 6.1 Fir ® 9-0-0 i 2X4(B1)= 2X4(B1)= L, 3-10-0 J, 3-10-0 J I< 7-8-0 Over Continuous Support R=132 PLF U=34 PLF W=7-8-0 RL=12/-12 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .00. p18R04 Y:1 OR/-/1/-/-/R/- Scale =,5"/Ft. Truss Components of Oregon (503)357-2118 'wWAIUIINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! .� 825 N 4th Ave,Cornelius OR 97113 ^INRDRTANT.. FURNISH THIS DRAWING TO ALL caxrRAcroRs INCLUDING THE INSTALLERS. �5 TC LL 2 5.0 PSF REF R7175- 22651 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow /t . to g Component Safety Information, by TPI and WTCA) for U safety practices prior / 14659 '� TC DL 10.0 PSF DATE 05/25/16 o performing these functions. Installers shall provide temporary bracing per BCS). Unless noted otherwise. ` r top chord hall have properly attached structural sheathing and bottom chord shall have a properly attached " rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI A . BC DL 7.0 PSF DRW CAUSR7175 16146028 ,4 O`� w sections 83. 87 or BtO, as applicable Apply plates to each face o£truss end posltlon as shown above antl on J t , the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions .'N BC LL 0.0 PSF Alpine, a divia on of ITN Build ng Components Group Inc, shall not be responsible for any deviation from this ►: CA-ENG BFR/CWC 1 drawing, any failure to build he truss in conformance with ANSI/TPI 1 or for handling, shipping, - y AN ITW COMPANY installation&bracing of crosses, A aaal on Lnle dreeing or ower R.W. I I.0 p thl.drewlnp, IIglaNes.eoaptance of Rrotnalonel a glnNrl q Sir +FC T, 19% chit TOT.LD. 42.0 PSF SEAN- 43667 rasponslblllty solely for the tlaslgn M,ow,. The sultablllty antl uaa of Shin Brewing for any etrueture Ia the 8351Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. NN W.Ci�� DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE: eon eIpineltw,com: TPI: www,tpinsc,org: NTCA: www,sbcindustry,com: ICC: www.iccsafe,org Renews:12131/2017 SPACING 24.0" J RE F- 1 VQY7 1 7 5 ZO2 1 ti'S U P LrA cU r IGYi cuv; i l EH 'Will- (LONu & u;ncvS I u;u ) Si ;r c ��� /k. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, — I)Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC :Rt Stub Wedge 2x6 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 10 Allill 3-7-2 ill 1 11J1I0-9-6 ORB 4111 -� 11 „ 9-0-0 3X7(G1) III 2X4(B1) I- 3-10-0 + 3-4-8 I_ 3-10-0 ,I 3-4-8 k7-2-8 Over 2 Supports R=420 W=3.511 R=310 RL=61/-68 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 16.01 .00. CAOROp Y:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 ••WARNING'•• READ AND FOLLOW ALL NOTES ON THIS DRAWING' 825 N 4th AveComponents of oR 97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and Follow , REF R7175- 22 652 the latest edition of BCS' (Building ng Component Safety Information, by TPI and MICA) For safely practices follow /� to Performing these functions, Installers shall provide temporary bracing per BCS'. Unless noted otherwise, D PSF DATE 05/25/16 14659�S �s TC DL 10 top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached r rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS' F y'�' � A�I O sections B3,shall o 810, s applicable. Apply plates to each face of truss end position as shown above end on BC DL 7.0 PSF DRW CAUSR7175 16146029 L the Joint Details, unless notetl otherwise. Refer to tlrewings 7BOA_Z for slantlertl plata posltlons II TI tlrewing, anyifasilure toibu,Btllthentrusspin conformance n: she h NSI/TPIb1, orpforlhantllingenshtlev'ntion from this • BC LL 0.0 PSF CA-ENG BFR/CWC AN ITW COMPANY instal latlon a bracing o£trusses. shipping, -^ r . ...i on this drawing or cover page listing this droning, indicat...00.pt.no,of professions! engineering "I� '�V' 7, 19x9 �k�' TOT.LD. 42.0 PSF S EQN- 436 70 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the %% 8351 Rovana CfCIe responsibility of the Building Designer per ANSI/Tel 1 Seo.2. 1�dN w,G� DUR.FAC. 1 .1 5 Sacramento,CA 95828 For more Information see this Job's FROM BB ALPINE: www J general notes page and these web sites: .alpineitw.com; TPI: www.tpinst.org; IITCA: www,sbcindustry.com; ICC: www.iccsefe.org Renews:12/3112017 SPACING 24.0" JREF- 1VOY7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • R=-26 Rw=9 U=22 ,0 9-9-7 1 1-1-15 •00, WI W 4'. 9-0-0 V wp omi 2X4(81) R=7 U=6 1<.1-0-0>j 0-11-0 Over 3 Supports (-- R=198 W=3.511 RL=25/-22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 QTY:1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •oulutNlNGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! t,Qt1 04. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. R7 '< REF 175 22653 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow � y IVa 14659 "'Q TC DL 10.0 PSF DATE 05/25/16 the latest edition of BCS! (Building Component safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise. Adillh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 'tet T. rigid cei I ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! �"' BC DL 7.0 PSFDRW CAUSR7175 16146030 .4 sections 6D Details, or unless as applicable. Apply plates to each face of truss and position as shown above and on ILL J I the paint Betel ls, bnlesa ted otherwise. Refer to drawings,BCA_Z for standard pate positions. BC LL 0.0 PSF CA—ENG BFR/CWC 1 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this -, drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, .;._. AN ITW COMPANY instal laden.bracing of trusses. v TOT.LD. 42.0 PSF SEQN— 10036 REV A seal on this drawing or cover peg. listing this drawing, indicates souptsna.of prof sslonal engineering 4.,.,fC 7 19 9 �4v responsibility solely for the design shown. The suitability and use of this drawing for any structure is the /�►�, fe DUR.FAC. 1 .15 FROM BB 8351 RovanaCircle responsml l ity of the Building Designer per ANSI/T ' T S.c.2. OP/ 4N C�� Sacramento,CA 95828 For more information a this jobs general notes page and these web sites: �tSPACING 24.0" JREF— 1VQY7175Z02 ALPINE: www.alpineltw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com: ICC. www.iccsafe.org Rpnnwc,1-/:i1/9D17 Gable Stud Reinforcement Detail ------___________s ASCE 7-10 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 100 ❑r, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 Or, 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure 0, Kzt = 1,00 2x4 Brace Cll 1x4 "L" Brace :� Gable Vertical Na (1) 2x4 "L" Brace * (2) 2x4 "L" Brace we (1) 2x6 "L" Brace * (2) 2x6 "L" Brace we Bracing Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Bracing Group Species and Grades Cu #1 / #2 7' 10" Group A' 9' 3" #3 4' 4" 7' 2" 7' 8" g, 1„ 9, 5" 11' 0' 11' S" 14' 0" 14' 0" 14' 0" 4' 0" Spruce-Pine-Fir Hem-Fir 10' 10` 1' 4" 4' 0„ #1 / #2 Standard #2 Stud Stud 14' 0" 4' 0" 4' 0" 0' 10" 11' 4" #3 Stud #3 Standard Standard 14' 0' 14' 0" 14' 0" 14' 0" 10' 10" 12' 10' 13' 9' 14' 0" 14' 0" Douglas Fir-Larch #1 4' 10" 7' 11" 11 4" S 9' 8" 11' 1" Cu' 6" g Southern Pinex #2 4' 7" 7' 10" �, 7" 14' 0" 14' 0" 14' 0" #3 ID_ 8' 1" 9' 3` 11' 0" 14' 0" #3 #3 4' 6" 6' 6" 6' 11' 1' S" 14' 0' 4' 0' 14' 0" 14' 0" Stud Stud cj EJ Stud 8 7 9 211' 4' 3' 6' standard 10' 11" 4' 0" 4' 0" Standard 6' 11" 10' 11" 11' " Standard 4' 4" 5' g� 4 3' 6' 14' 0" 14' 0' 4' 0" 6 1 7 7 8' 2" 10' 4" 1' 1" 11' 11' 12' 10" 14' 0" 4' 0" Group B: — #1 / #2— 5' 3" 8' 11' 9' 3" 10' 7` 12' 7" - #3 5, 0„ 11 0" 13' 1° 14, 0„ U 8' 10" 9' 3" 10' 5" 10' 10" 12' 5" 14' 0" 14' 0' 14' 0" Hem-FirBt _ - Stud 2' 11" 4' 0" 10' S" 4' 0" 4' 0' 14' 0" I #I & Btr CU 0 10' 10" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" #1 Standard 5' 0" 7' 6" 8' 0" 10' 1" 14' 0" 12' S" #1 5' 6" 10' 8" 11' 1 12' 8" 13' 21" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pine . 25' 3" g' 11` 14' 0" 14' 0° 14' 0" 14' 0" �' 3" 10' 7" 11' 0" 12' 7" 13' 1" 14' 0" 14' 0" #1 #1 Cu #3 5' 1" 7' 11" 8' 5" 10' 6" 10' 11" 12' 6" 14' 0" 14' 0" #2 #2 Stud S' 0" 11-- 3' 0" 14' 0" 14' 0" 4' 0" 14' 0" 8' S" 0' 6" 10' 11" 12' 6" 13' 0" 4' 0" 4' 0" 1x4 Braces shall be SRB (Stress-Rated Board), Standard 5' 0" 14' 0" 14' 0" #1 / #2 5' 9' 10' 0" 12' S" 12' 11' 14' 0" 14' 0" Amk.For 1x4 So. Pine use onlyIndustrial 55 or S D_ 10' 10' 2" 11' 7" 14' 0" 4' p" #3 5, 6' 9 8 2' 1" 2' 7" 4' 0" 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards, Group B 14' 0" values may be used with these grades. lEIS.U U 10' 1" 11' 6" 11" 3' 8" 4' 0" Stud 5' 6" 9' 8" 10' 1" 11' 6" 14' 0" 14' 0" 14' 0" 14' 0" Gable Truss Detail Notes 13' 8" 14' 0" Standard 5' 6" 8' 8 11' 11" 14' 0" 14' 0' 14' 0' 9' 3" 11' 6" 11' 11" 13' 8' 14' 0" 14' 0" Wind Load deflection criterion is L/240, X #1 6' 0" 10' 0" 12 2 14' 0" 14' 0" 14' 0" -1 #1 5' �„ 10 4 11 9 14' 0" 14' 0' 14 0" Provide uplift connections for 70 plf over C 9' 10" 10' 2" 14' 0" 14' 0' 14' 0" 14' 0" continuous bearing (5 2' 1` 13' 10' 14' 0" 14' 0" 14' 0" 4' 0" 14' 0" gpsf TC Dead Load). CU #3 5' 8" 9' 2" 9' 9" 11' 6" 2' 0" Gable end supports 13' 9" 4' 0" fond from 4' 0" overhang.�) Stud 5' 8" 9' 2" 9' 9" 1' 6" 12' 0" 14' 0" 14' 0" 4' 0" with 2' 0" overhang, or 12` l Standard113' �" 4' 0" 14' 0" plywood overhang. 0, 9„ 14' 0" 4, 0„ 11' 6" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" l Symm 14' 0" About Attach `L" braces with 1Od (0 s 128"x3,0" min) nail " 1 Gable Truss M 1 0 X For (1) "L" brace: space nails at 2" c.c. Diagonal brace option' >-8.„,_ in 18" Crd zones and 4" o.c. between zones. vertical length may be � �'E d(i Or (2) "L" braces space nails atee .3- o.c. doubled when diagonal in 18" end zones and 6' ac. between zones. brace is used. Connect 18" � diagonal brace for 385# ■ "L" bracing must be a minimum of 80% of web at each end, Max web — G 0 member length, total length Is t4'. r� Brace Gable Vertical Plate Sizes Vertical Length No S lice 2x4 DF-L #2 or , Sc ,lice better diagonal T- — Less than 4' 0" 1X4 or 2X3 Vertical length shown brace; single Greater than 4' 0`, but in table above, or double cut 18° less than 11' 6" 2X4 45° Greater than 11' 6" (as___ 41 shown) at L- 1 3X U + I '\\ _ upper end. 8 + Refer to common truss design for peak, splice, and heel plates. Connect diagonal at / //ontinuous Bearing midpoint of vertical web. _ �� / / / Refer to the Building Designer for conditions Refer to chart above for sat ga.•.- len th. not addressed by this detail. w WARNINGIwC READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1` g vwIMPORTANTw. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \�•• Trusses require extreme care n fabricating, handling, shipping, installing and bracing. Refer to and �Arl�. follow the latest edition of BCSI (Building Component Safety Information, by TPI and (BCA) for safety ' ASCE7 10 GAB12030 practices prior to per formng these functions. Installers shall provide temporarybracingper SCSI 14659 'Q .._ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DATE 10/01/14 • shall have a properly attached rigid ceiling Locations shown for r ���� shall have bracing installed per BCSI sections B3, 07 or 010, aspermanent lateral restraint of webs "' . ""' I DRWG A12030ENC101014 !��-�'J of truss and position as shown above and on the Joint Details, unless bnotedpotherwses to each face ' —amu N E Refer to drawings 163A-7 for standard plate positions. AN ITW COMPANY A1pine a dvns'or of ITw Balding Campone Wts Group leo shall not be responsible for any dev nt on From ��y• the drnwng, ny fn'lure to bu ld the trus n conformance w'th ANSI/TPI I, or for handlin h installation• & bracing of trusses. g, s Aping, F 'i 16 p� �I A seal on this drawing orcover page listing this drawing, Indicates acceptance of professional % 7 19� Q�4~ MAX, TOT. �.D 6 0 P S rr engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. �r��4Nw•c��Q Earth City,MO 63045 gLPINFor w more information see this job's general notes page and these web sites: apine!tw,com; Tel ww.tpinst,org; SBCA: www,sbcindustry.org; ICC: www.iccsafe.arg Renews:12/31/2017 MAX. SPACING 24,0" Gable De , aid For Let—in Verticals Gable Truss Plate Sizes About © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. XI +Refer to Engineered truss design for peak, splice, web, and heel plates, -..,� 1111 �siIfngle gableplaverticaltetha plates overlap, use a t covers the total area of the overlapped plates to span the web. Gable 2X4 9 ® ��� Length) �� © Exnmple / l�/1 Leath �,B.,,,,-- % 2X4 I 2X8 �� "T" Reinforcement Attachment Detail �� "T" Reinforcing "T' Reinforcing \\ Member Member B ® ,..,,, 411 Toe-nail - Cr - End-nail �, / + © To convert from "L" to "T" reinforcing members, multiply "T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detalU. Attach each "T" reinforcing member with End Driven Nails, Maximum allowable "T" reinforced gable vertical 10d Common (0,148"x 3.",min) Nails at 4" ci plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. "T" reinforcing member material must match size, Rigid Sheathing Toenalled Nails' specie, and grade of the `L" reinforcing member. lad Common (0.148"x3",min) Toenails at 4" o.c, plus Web Length Increase w/ „T„ Brace 1 4 Nails M 1 (4) toenails in the top and bottom chords. "T" Reinf. "T^ This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 ASCE 7-05 Gable Detail Drawings Example) 2x6 20 A13015051014, A12015051014, 811015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails • A13030051014, AlB030051014, 811030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical - 24"ac. SP 83 4" ac A11515ENC101014, AI2015ENC101014, A14015ENC101014, A15015ENC101014, "T" Reinforcing Member Size = 2x4 A180I5ENC10I014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 30% = 1,30 A11530ENC101014, A12030ENC101014, 814030ENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7" A1803OENC101014, A20030ENC101014, A2003OEND101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 1 4 Nails A OEM 1001 Ceiling wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI \s 0PRD R E f L_ --E I N VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �''` Trusses require extreme care in fabricating, handing, shipping, installing and bracing. Refer to and "wrr DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) For safety 04 practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. �' 14659 '� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord r' n n _r _ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs x DR�v✓G 8DLLETIN1014 shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply Oates to each face j' /a �C of truss and position as shown above and on the Joint Details unless noted otherwise, L --I C Refer to drawings 160A-Z for standard plate positions. 05 Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from "�i' AN ITW COMPANY this drawing, cry fn lure to build the truss 'n conf ormn nce with ANSI/TPI 1 or for handling, shipping, installation a bracing of trusse ,� 'FC 7� �g8°� ��4 MAX. TOT LD. 60 REF A seal on this drawing or cover page listing this drawing, indicates acceptance of professional �0 A engineering responsibility solely for the design shown. The suitability and use of this drawing / w n{�A` DUR. EAC. ANY 13389 • Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �NH W. y'•" Earth City,MO 63045 For more information see this job's general notes page and these web sites: ALPINE www.alpineltw,con TPIewww.tpinst.org; SBCA, www.sbcindustry.argi ICC, www,iccsafe,org Renews:1 213112 01 7 MAX. SPACING 24 0" ASCE 7-10: 130 mph, 30' jean -eigrt, Clcoon, :_xposure C Common Residential Gable End Wind Bracing Requirements - Stif Reners 120 mph, 3054, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30F t, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kat = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stif Shack at mid-height and brace stlffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements Tope Continuous roof sheathing refer to DRWG A12030ENC101014), Bot' Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max' See Engineer's sealed design referencia this detail provide a 2x6 stiffhack at mid-height and brace g for lumber, plates, and other informationnot shown to roof diaphragm every 4'0" (see detail below or refer to DRWG A12030ENC101014), on this detail. iA Optional 2x L-reinforcement attached Nails 10d box or gun (0128"x3",min) nails, to stiffback with 10d box or gun (0128" x 3", min.) nails @ 6" o,c. X W � 2X4 Blocking �� Walled to 45° sheathing and 24" Max 4� / each truss �rvP> ��� —� H WW 2X4 DE-L #2 / H/2 or better �/J' � � diagonal brace. Attach each end for 5604, - sa Tcx_ `-\ - - 2 -, X X - - - Cb - - - Xontlnuous Bearing/ — 2x6 42 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min,) nails. ww WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! op PROP wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� R E r G E WHALER Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and ' follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety 44,practr,practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.y ; x65'9 / 1 �. DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord """ hall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs � DRWG GABRST101014 QWW^N E shall have bracing installed per BCSI sections B3, 1 or De as applicable.le Apply plates to each face Re truss d position as shown above and an the Joint Details, unless noted otherwise. � Refer to drawings 160A Z for standard plate positions. AN ITW COMPANY Alpine, a divof IT))/ Buldng Components Group Inc shall not be responsble for any deviation from A ,e A �V this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation a bracing of trusse 9/� C, T, 19 MAX.QQw TOT, LD. 60 PSE 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 . lVW.���' 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/IP' I Sec.2. Earth City,MO 63045 For more information se e this job's general notes page and these web sites: Renews:12/31/2017 ALPINE: wwwalpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.org; ICC, www.iccsafe.org MAX, SPACING , . � olS � o7- S1nr vP � oer Sol5 _ i. . S _ loS T-Renf orceFent This detail is to he used when o. Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L-Reln£orcE1hent: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'53.0%min) nails at 6" ac, Reinforcing member is Note: a minimum 80% of web #' member length zz This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-re'inforecement or scab reinforcement � Alternative reinforcement specified in chart below may be conservative ME For minimum alternative reinforcement, re-run design with appropriate 1111111 reinforcement typeFri T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scala Rein-FOrcement Size Restraint T- or L-- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. - Attach with 10d (0.128"x3.0",min) nails — �� 2x6 1 row 2x4 1-2x6 at 6" o,c. Reinforcing member is a 2x6 2 rows 2x6 2-2x400 minimum 80% of web member length 2x8 1 row 256 1-2x8 2x8 2 rows 2x6 2-2xEO0 Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified z otherwise on Engineer's sealed design. // i /// 00 Center scab on wide face of web, Apply (ll scab to each / face of web. ME S wwWURNISH READ AND FOLLOW ALL NOTES ON THIS DRAWINGI S��Q�D PAO TC LL R S F REF CLR U b s t. *•IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS .�a"" Trusses require extreme care n fabricating, handing, shipping, installing and bracing Refer- to and t(,�- 4%....714. follow the latest edition of BCSI (Building Component Safety Informaton, by TPI and SBCA) For safety V 14659 y TC DL PST DATE 10/01./14 practices prior to performing these Functons. Installers shall provide temporary bracing per BCSI, Q' --- Unless noted otherwse, top chord shall have properly attached structural sheathing and bottom chord I� TM shall have a properly attached gd ceiling, Locations shown for permanent lateral restraint of webs � BC DL PSE DRWG BRCL BSUB1014 �L- N C ggtiontasshown BCSI sections B3 B7 or De as applicable, Apply plates to each face :., - -- Gshall have bracing of truss and position s ve and on the Joint Details, unless noted otherwise, BC. LL FTE Refer to drawn 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from n'' ' 1� AN ITW COMPANY the drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a...6 /cC''' ,,g%� L.'M TOT, LLQ PSI- AN installation & bracing of trusse �/ QA A seal on this drawing orcover page listing this drawing, indicates acceptance of professional ''[[ for responsibility solely for the design shown. The suitability and use of this drawing /4NW.CAM' DUR, FAC 13389 Lakefront Drive any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Seca n Earth City,MO 63045 For more Information se e this job's general notes page and these web sites' ALPINE'' www.alpineitw.com; TPI www.tpinst.org; SBCAi www.sbcindustry,orgi ICCi www.iccsafe,org Renews:12/31/2017 SPACINU p f once 9 p Gable. Stud Rein vent Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Hei ht Enclosed Exposure E Kzt = 100 ❑r: 100 mph Wind Speed, 15 Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace Cll 1x4 "L" Brace w (1) 2x4 °L" Brace w (2) 2x4 "L" Brace <ll 2x6 "L" Brace (2) 2x6 "L" Brace ,: Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B GooU A; -}� #1 / #2 4' 10" 8' 6" 9' 8" 10' 1" 11' 6" 12' 0' 14' 0" 14' 0" Spruce-Pine-Fir p Hem-Fir #3 14' 0" 14' 0" 4' 7" 7' 9" #1 / #2 Standard #2 Stud Q U 8' 3' 9' 7" 9' 11" 11' 5" 11' 10" 14' 0" 14' 0" 14' 0" 14' 0" #3 Stud #3 Standard p - _ _ Stud 4' 7" 7' 8" 8' 2" 9' 7" 9' 11" 11' 5" 11' 10" 14' 0" 14' 0' 14' 0" 14' 0" CD 0 Standard 4' 7" 6' 7" 7' 0" 8' 10" 9' 5" 11' 5" 11' 10" 13' 10" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pinewww #1 5' 0" 8' 4" 8' 7" 9' 10" 10' 2" 11' 8" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 #3 #2 4' 10" 8' 2' 8' 6" 9' 8" 10' 1' 11' 6" 12' 0" 14' 0" 14' 0" 14' 0" 14' 0" Stud Stud #3 4' 8" 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0" Standard Standard D F L 14' 0" 14' 0" 0 Stud 4' 8" 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" U Standard 4' 7" _ 6' 2" 6' 7" 8' 2" 8' 9" 11' 1" 11' 10" 12' 10" 13' 9' 14' 0" 14' 0" Group B' — #1 / #2 5' 6" 9' 5" 9' 9" 11' 1" 11' 6" 13' 2" 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" Hem Fir 4__> _ P #3 5' 3" 9' 3" 9' 9" 10' 11" 11' 4' 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 6 Btr L U _F Stud 5' 3" 9' 3" 9' 7" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 U 0 Standard 5' 3" 8' 1" _ 8' 7' _ 10' 10" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pine". #1 5' 9" 9' 6" 9' 10" 11' 3" 11' 8" 13' 4" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" #2 5' 6" #1 #1 9' S" 9' 9" 11' 1" 11' 6" 13' 2' 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" #2 #2 #3 11' 0" 11' 5" 13' 1' 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" Q Stud 5' S" 8' 6" 9' 1' 11' 0" 11' S" 3' 1" 3' 8" 14' 0" 14' 0" 14' 0" 14' 0" 4 Braces shalt be SRB (Stress-Rated Board). Standard S' 3" 7' 6" 8' 0" 0' 0" 0' 9" 13' 0' 13' 7" 14' 0" 4' 0" 14' 0" 4' 0" ...For 1x4 So. Pine use only Industrial 55 or #1 / #2 6' 1" Industrial 45 Stress-Rated Boards. Group B _ 10' 4" 10' 8" 12' 2" 12' 8" 13' 2" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" values may be used with these grades. #3 5' 9" 10' 2" 10' 7" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" U U _— Stud 5' 9° Gable Truss Detail Notes 0' 2" 10' 7" 2' 0" 2' 6` 14' 0" 14' 0" 4' 0" 14' 0' 14' 0" 4' 0" Wind Load deflection criterion is L/040. 0 Standard 5' 9" 9' 4" 9' 11" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Provide ti uplif ringconnections( for 35 ad over #1 6' 4" 10' 6" 10' 10" 12' 4" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" continuous bearing CS psf TC Dead Load), 0 P #2 6' 1" 10' 4" 10' 8' 12' 2" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" > #3 Gable end supports load from 4' 0" outlookers 5' 11" 9' 10" 10' 6" 12' 1" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0" overhang, or 12" plywood overhang. Stud 5' 11" 9' 10' 10' 6" 2' 1" 2' 7" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 4' 0" Standard 5' 9' 8' 8" 9' 3" 11' 7" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Symm About l`L Attach "L" braces with 10d (0.128"x3.0" min) nails Gable Truss 1 A © 0: For Cll "L" brace: space nails at 2" o,c in 18" end zones and 4" c.c. between zones. Diagonal brace option' ' *0(For (2) "L" braces space nails at 3' o.c, vertical length may be / ���j ±:,,,,,,,, �, in 18" end zones and 6" o.c, between zones. doubled when diagonal lel/ 18, +p brace is used. Connect _ "L" bracing must be a minimum of 80% of web diagonal brace for 335# _ ■ 411 member length. at each end. Max web Brace �i 4� Gable Vertical Plate Sizes total length is 14', X X y°555'55-5 — �\ Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0" 1X4 or 2X3 better diagonal F Greater than 4' 0', but Vertical length shown brace; single 1� less than 11' i 2X4 in table above or double cut 18 �'E U� 45° C :,----;'-':':'-'):--::'-- Greater than 11' 6" 3X _ (as shown) at _ t upper end. o o ,7, o o _ + Refer to common truss design for B0 peak, splice, and heel plates. Connect diagonal at /�ontinuous Bearing Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for rnax ga. T;� al length, not addressed by this detail. OCWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 4 '1 1 OOIMPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P REF ASCE7-IO-GABI2OIS Trusses require extreme care n fabricating, handling, shipping, installing and bracing. Refer to and /ArI ,. follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety ♦(�7� } " ' practices prior to performing these functons. Installers shall provide temporary bracing per BCSI. ' 14659 DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord - TM shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs rt' � DR WG A12015ENC101014 �� A , shall have bracing installed per BCSI sections B3,E7 or B10, as applicable. Apply plates to each face ) N`V, of truss and position as shown above and on the Joint Details, unless noted otherwise. L Refer to drawings 160A-Z for standard plate positions. Alp ne, a d v siva of ITW Building Components Gro [nc shall not be r AN ITW COMPANY this drawng, any fa lure to build the truss 'n conformance wth ANSI/TPI P'norbforohandingeshppin from •,...:: • installation a bracing of trusses. g' g9 torr MAX. TUT, LD. 60 PSE A seal on this drawing or cover page listing this drawing, indicates acceptanceof of professional -.4, 0 7, A QV engineerig responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 4 W w Q Earth City,MO 63045 for more information see this jobs general notes page and these web sites '�n R•0.- Y ALPINE. www alpi Cei tw,comi TP&:e www.tpinst,orgi SBCA: www,sbcindustry.erg, ICC: www.iccsnfe.org MAX. SPACING 24,�'� Rannws•19/31I9017 Alpine, an ITW Compiirkyk 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VQY7175Z0225142426 (‘IN Truss Fabricator: Truss Conponents of Oregon Job Identification: 0516225--SCANDINAVIAN GENERAL CONT -Greenburg Dup).px PAroet i ;'rt'VERIFY TI 1p PROF Model Code: IRC ,��, Truss Criteria: I RC2012/TPI-2007(STD) � ' ,F ' Engineering Software: Alpine proprietary truss analysis software. Version 16.01. mak,= 146 59 9 Truss Design Loads: Roof - 42 PSF 9 1.15 Duration Tr Floor - N/A ' - Wind - 120 MPH (ASCE 7-10-Closed) `• 4. ec. 7, Aso Notes: �TJ4Kw060 1. Deterni nat i on as to the suitability of these truss components for the Renews:12/31/2017 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12015EC1- Subnitted by CWC 14:23:14 05-25-2016 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 22629--AGE 16146007 05/25/16 2 22630--A 16146008 05/25/16 3 22631--Al 16146009 05/25/16 4 22632--A1GE 16146010 05/25/16 5 22633--C2 16146011 05/25/16 6 22634--C1 16146031 05/25/16 7 22635--C 16146012 05/25/16 8 22636--CGE 16146013 05/25/16 9 22637--BGE 16146014 05/25/16 10 22638--DGE 16146015 05/25/16 11 22639--D 16146016 05/25/16 12 22640--GGE 16146017 05/25/16 13 22641--G 16146018 05/25/16 14 22642--GG 16146019 05/25/16 15 22643--EGE 16146020 05/25/16 16 22644--E 16146021 05/25/16 117 22645--E1 16146022 05/25/16 18 22646--EIG 16146023 05/25/16 19 22647--FGE 16146024 05/25/16 20 22648--HGE 16146025 05/25/16 21 22649--H 16146026 05/25/16 22 22650--H1 16146027 05/25/16 23 22651--IGE 16146028 05/25/16 1 24 22652--I 16146029 05/25/16 25 22653--J 16146030 05/25/16 1HIS DWG PREPARED FROM CUIMPUILR INPui (LOADS & UiirtiiiSIONS) SUltwIIILii Hi Ii-,,S ii5ii. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - AGE) Top chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M8, M9, M10 2x4 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent 4X5= Deflection meets L/360 live and L/240 total load. Creep increase bottom chord live load applied per IRC-12 section „ factor for dead load is 1.50. 301.5. t 1 I 10-4-13 :di illik 10 7 10 dll kh 11 Ailig11 .. I I rMILMIIIIMMILIIII=IMINIMill ,, �, 18-0-0 / 2X4(61)E---- 3X5= 2X4(B1) I.1 'J L1 '- L- 12-0-0 12-0-0 -J I` 24-0-0 Over 2 Supports R=135 PLF W=14-0-0 R=129 PLF U=13 PLF W=10-0-0 RL=17/-17 PLF Note: AlI Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 -.p '.. QTY:1 OR/-/1/-/-/R/- Scale =.25“/Ft. Truss Components of Oregon (503)357-2118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I: 825 N 4th Ave,Cornelius OR 97113 **IWTC LL 25.0 PSF ORTANF” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 22629 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow . the latest � tion of BCSI (Building Component Safety Information, by TPI and NBCA, for safety practices prior • 14659 14 TC DL 10.0 PSF DATE 05/25/16 o Performing these functions. Installersshall provide temporary bracing per BCS!. Unless noted otherwise, r" Adglibh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ....,„ '� T/ / BC DL 7.0 PSF DRW CAUSR7175 16146007 ,4��1�) i sections B3, B7 or B10, as applicable. Apply plates to each face of trussC position as shown above and on ` the mint Details, anless n tad otherwise Refer to tlrawings 160A Z forandard plata positions. BC LL 0.0 PSF CA ENG BFR/CWC Alpine, a y failure of Ibu Builtli ng Components Group Inc. shall not be responsible for any tleviatlon frwn this a. �,•`. drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. � ��"%F/����� g9 w,.�' TOT.LD. 42.0 PSF SEQN- 43615 A ees1 on this drewIng or cover paps listing this drawing, Indicatas soceptenoe Iona) engineering ". 19 (1� responsibility solely For the design shown. The suitability end use of this drawing for any structure Is the j 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Bec.2. PM', mNAQ DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF1V Y7175Z02 w - ALPINE: www.alpineitw.com; TPI: www.tpinst.org; ATCA: ww.sbcindustry.coin; ICC: www.iccsafe.org Renews:12/3112017 - `< IRIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUHMIII ED by I RUSS MI-R. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - A) Top chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III ii 1 .5X4\\\ 1 .5X4/// A .• 10-4-13 7 10 PBMIIIIIIIIIIIIIIIIIIIIIIIMIMIEMIIIMIIIIINIMMIMIMMMIOMMIMIO @ ' 18-0-0 / 1 3X5= 3X5= 3X5= 3X5(81)= 3X5(81) L1 ,J L1 ,JI I 6-1-15 _I, 5 I_ 5-10-1 _I, 6 1-15 8-1-5 _r -10-17-9 6 I 8-1-5 L- 12-0-0 12-0-0 J H 24-0-0 Over 2 Supports R=1162 U=47 W=5.5" R=1162 U=47 W=5.5" RL=214/-214 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 .p '..(�,� QTY:5 OR/-/l/-/-/R/- Scale =,25"/Ft. Truss Components of Oregon 503)357-2118 •*WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! .S�(.� -4F TC LL 25.0 PSF REF R7175- 22630 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius O 97 13 y Trusses s require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow TC D L 1 0.0 PSF DATE 05/25/16 the latest edition of ncti (Building Component Safety Information, by ci and WTCSI for safety practices prior 14659 to Performing these functions. Installers shall provide temporary bracing per all Unless pnotedroperly attached . top chord shall Love properly attached pe structural lateral restraint and bottom chord shal shall have a properly d per Stl 441164, rigid ceiling. Locations shown for permanent lateral restraint of webs shat have bracing installed per SCSI j' BC DL 7.0 PSF DRW CAUSR7175 16146008 actions B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and A�I L E1 A I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions • lu' ) I \V1 T. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITW Building ng Components Group Inc. shall not be responsible for any deviation from this a -41 u l tlrawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, ��. 1, AN 11-W COMPANY instal let &bracing of trusses. ""' 9 r.,," TOT.LD, 42.0 PSF SEQN- 43612 A Mal on this drawing or cover paps listing this drawing, indicates acceptance of professions' engineering -' FC 7, "Is V responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the ��r/ wQQ OUR.FAC. 1 .15 FROM BB 8351 RovanaCircle responsibi I ity of the Building Designer per ANSI/TRI 1 Sec.2. �N�.C� Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.con: ICC: www.iccsafe.org Renews•12!3112017 SPACING 24.0" J REF- 1 VQY7 1 7 5 ZO2 1HIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITIED BY 1RUSS MFR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - Al) Top chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member I design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD 4X5(R) III No SIZE SHIFT BITE [ 3] W3X3 1.75 R 1.75 11 , 10 1— 3X5 1 .5X4$ 1 .5X4111 A ,. 10-4-13 10 3-6-8 , L" _ .. _imcl) 18-0-0 3X3(R)[3] III 3X5= 3X5= 3X5= 3X5(81) L1 ....1 k 2-3-5 ...i_ 5-11-7 I 5-10-1 ,I_ 6-1-15 4-4-1 7-9-6 'T' 8-1-5 L- 8-2-12 ,I, 12-0-0 J 20-2-12 Over 2 Supports R=901 U=38 R=1001 U=35 W=5.5" RL=1657-176 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. 16ROp, TY:14 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503)357-2118 **WARN TNG I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4r 825N4phAve,ComelmsOlt97113 ••IwaRrnxr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. j� TC LL 25.0 PSF REF R7175- 22631 Tresses require extreme c re in fabricating, handling, shipping, installing and bracing. Refer to and follow '' �. DATE 05/25/16 the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior P 14659 TC DL 10.0 PSF T1 to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise./4164, / ,wr. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / �,Lct(t/>�M BC DL 7.0 PSF rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI t� i DRW CAUSR7175 16146009 ,4�� TI sections B3, 07 or B10, as applicable. Apply plates to each face of truss position as shown above and on 5 cv OAI I the Details, unless noted otherwise. Refer to drawings 160A-Z for s andard plate positions. 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this • s"RBC LL 0.0 PSF CA-ENG BFR/CWC,.� drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ^Fm AN ITW COMPANY installation a bracing of crosses. A mei on this drawing or cover page fleeing Nle drawing, Indicates acceptance of p Ions! engineering 9j QFC,7, 19 9 Q��.r TOT.LD. 42.0 PSF SEQN- 43618 mei responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 RovanaCircle reepanelbl l lty of ohne Building Designer per ANSI/TPI 1 sew.z. #14N W.CM'- DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more informationthis job's general n s page and these web s ALPINE: www.alpineltw.com; TPI Swww.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.,ccsafe.org Renews:12/3112017 SPACING 24.0" J RE F- 1 VQY7 1 7 5Z02 i H i S DYYG PREPARLD FkUIN CUYiPU I EN I Ni'U I (LUAUS t,, U i 1E.N 1(Ai.) SUH11l l 1I LD u'i i kiiSS illi-! , (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - A1GE) Top chord 2x4 HF #2 120 mph wind, 22.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M1 2x4 HF Std/Stud: DL=4.2 psf. :M6, M7, M8 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Left end vertical not exposed to wind pressure. design. Provide lateral wind bracing per ITWBCG wind bracing details or per (a) Continuous lateral restraint equally spaced on member. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 4X5=--- i / 4611111 \\\N\: 10-4-13 : —1 10 / i 3-6-8 M111111 r., / : �E1800 I r 3X5= 2X4(B1) L1 'J L 8-2-12 12-0-0 J k 20-2-12 Over 2 Supports >{ R=92 PLF W=10-2-12 RL=16/-17 PLF R=96 PLF U=14 PLF W=10-0-0 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. Q1I6goF,, TY:2 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357 2118 "waRNINCI•• READ AND FOLLOW ALL NOTES ON THIS DRAPING! 4. 4.- , TC LL 25.0 PSF 12 1 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 22632 825 N 4th Ave,Cornelius O 97 13C./ F s Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ` ,' ' 1 465 9 uQ , TC D L 10.0 PSF DATE 05/25/16 the latest edition o£BCSI (Building Component Safety Information, by TPI and N7CA) for safety practices prior 44 to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, r. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached "' rigid ceiling. Locations shown for permanent lateral each of webs shall have bracing installedabove per BCSI �� 5 .. BC DL 7.0 PSF DRW CAt)SR7175 16146010 ,4�UO sections 83, 87 or B10, as applicable. Apply plates to each face of trussrand position as shown and o 1 TI the Joint Details, unless notetl otherwise Refer to drawin 160A Z£ors antlertl late Itlons. gs P posBC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a tlivl sion of ITW Builtling Components Group Inc. shall not be responsible for any dev ation from this •� �N drawing, any failure to build the truss 'n conformance with ANSI/TPI 1, or for handling, shipping, .‘fAN ITW COMPANY installation&bracing of trusses. '4C'CVO tir TOT.LD. 42.0 PSF SEQN- 43621 A seal on this drawing or mover peg. listing this drawing, indicates aeo. 9ptima of professions] engineering 4$1 responsibility solely for Si..design shown. The suitability and use of this drawing for any structure is the wVrr� , 7, AQ 4H W.CSA DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Ses.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web s SPACING 24.0" JREF- 1VQY7175Z02 ALPINE; www.alpineitw.cwn; TPI: www.tpinst.org; WrCA; www.sbcindustry.com; ICC; www.lccsafe.org Renews:12/31/2017 iiiI, LJYA; i i t.CiAtLli 1 RUe1 1.Ui'CUILR INFUI (LUAL; & Uii,IL(. IUI,i) .>UiiiiiI l itU by IU,'„) r.i I.. (0516225--SCANDINAVIAN GENERAL CONT —Greenburg Duplex Parcel 1 -- VERIFY TIGARD, — C2) Top chord 2x4 HF #2 120 mph wind, 22.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W6 2x4 HF Std/Stud: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. 4X5= Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 3] W3X3 S 1.75 5X7(R) III 0111113 , 10 1 .5X4 III 37Illiiil 1 9-7-2 /.' 7 10 W6 3-6-8 r - — ■■ - r 18-0-0 r 3X3[3] III 3X7= 3X5= 3X5 3X5(81) I-1 ',1 7-3-2 4J-11-4J- 7-31-4-4 >I< 5-8-2 5-8-2 L 7-3-2 `I? 11--1- 11-0-6 J 20-2-12 Over 2 Supports %{ R=901 U=38 R=1001 U=33 W=5.5" RL=149/-160 Design Crit: 1RC2012/TPI-2007(STD) — PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00..,gAIN eR0 ` Y:1 OR/-/1/-/-/R/- Scale =.25“/Ft. Truss Components of Oregon ((503)357-2118 '•NARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! � �� ;. � TC LL 25.0 PSF REF R7175— 22633 825 N 4th Ave,Cornelius OR 97113 ”IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y4.''/�wY► �, �� Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 14659 TC DL 10.0 PSF DATE 05/25/16 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, `. Oiddibbk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7 0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI � A��0� 1 sections 8D Details, or unless as applicable. Apply plates to each face o£for and position as shown above and on DRW CAUSR7175 16146011 tAl mint Ddivils, unless notedBuil Building Refer to drawinga 160A-Z e forstandardPlate positions. ." BC LL 0.0 PSF CA—ENG BFR/CWC Alpine, a y failure of ITR Building Components Group Inc shall not be responsible for any deviation from this v drawing, any£allure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal lation&bracing of trusses. 9/ 'FC T, 19�'9Q�fi: TOT.LD. 42.0 PSF SEQN— 43623 responsibility• spot b thly solely,or the.rd sign slating TI.unwirei I a detesem.ofethisyd.wi gr far eny al achare Is eP8/4 w•C�A DUR.FAC. 1 .15 FROM BB A.erion solely for the rwplgn ligan. The suitability,ts dicnd use of acceptance s m.Brig professional any al engine Is the 8351 Rovana Circle responsibility or she Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12/31!2017 SPACING 24.0" J RE F— 1 VQY7 1 7 5202 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIII ED BY TRUSS MFR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - C1) Top chord 2x4 HF #2 120 mph wind, 22.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= ii i 10 � 35 1 .5X48/ /. 0 9-3-1 10 i —1 1 .5X4 III 1-3-0 immommommodamommimmommilmommommimmwm ` 18-0-0 3X5(R) III 3X5= 3X5= = 3X5 ': 3X5(81) L1 'J f 4-4-1 6-2-1 5-3-3 7-2-5 6-10-6 5-1-13 I_ 5 5 11 �I_ I, 9-7-4 ,I_ 10-7-8 J E 20-2-12 Over 2 Supports >{ R=901 U=28 R=1001 U=35 W=5.5" RL=171/-168 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 !. QTY:5 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 0031357-2118 ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �'`��t F TC LL 25.0 PSF REF R7175- 22634 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r/y� the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1 4 6 5 9 ` �, TC DL 10.0 PSF DATE 05/25/16 T. to performing ha chase functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, .v,,.,, top chord shall have properly attached structural sheathing restraint and bottom chord shall have a properly attached W rigid ceiling. Locations shown for permanent lateral res int of webs shall have bracing installed per BC51 BC DL 7.0 PSF DRW CAUSR71 75 1 61 46031 ,4 ti sections B3, B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on l J/^µ+ II J I the Joint Oetarls, unless n ted otherwise Refer to draw 160A Z for stantlartl late "`•"ii; � O nA p Pasrtlena BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any tleviatron from this a.I :,, drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, • AN MA/COMPANY installation A bracing of trusses. "�: • /�� a� r,� TOT.LD. 42.0 PSF SEAN- 43629 A Seel on this di-swing or cover paps listing this drawing, Indicates acceptance of professlonsl engineering d C. 71 '�9 ki responsibility solely for the design shown. The suitability and use of this drawing for any structure is the 3� 8351 RovanaCircle reeponsibl l Ity of the Building Designer per ANSI/7P] 1 Sec.z. t�gAl W C�Wc DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Informations this Jobs general notes page and these web altos: SPACING 24.0" JREF- 1 VQY7175Z02 ALPINE: eee.alpineitw.coel TPI: ww.tpinst.org; WrCA: www,sbciedestry.com; ICC: wee.rccsefe.org Renews:12131/2017 IRIS UW.; PREPARED FROM GOMPUI ER I NPU I- (LUAUS & UIMENSIONS) SUBMI ti EU BY IIRUSS {Ark. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - C) Top chord 2x4 HF #2 120 mph wind, 22.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 4X5 I. RI I 1 .5X4\\\ 111111111111111111111111.P:X4 /// 9-3-1 10 –7 10 plimmisigslimil.. — k' " 18-0-0 MI :Eill 3X5= 3X5 3X5 3X5(81)= 3X5(B1) 1.11nJ L1 'J L- 5-5-11 7-2-5 ,I_ _[5 1-13 I_ 6-10-6 7-2%5-11 -2-5 5 1-13 I- 5-5 11 L_ 10-7-8 ,1, 10-7-8 J h21-3-0 Over 2 Supports R=1038 U=36 W=5.5" R=1038 U=36 W=5.5" RL=192/-192 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 p...v.. QTY:5 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1�`' OFF TC LL 25.0 PSF REF R7175- 22635 825 N 4th Ave,Cornelius OR 97113 ..laWMrANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �y 14659 ''� , y TC DL 10.0 PSF DATE 05/25/16 o performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, T1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached "' / r BC DL 7.0 PS F rigid ceiling Locations shown for permanentlateralrestraint o£webs shall have bracing Installed per BCS! DRW CAUSR7 1 75 1 61 4601 2 ,4���) TI sections B3, B7 or 610, as applicable. Apply plates to each face of truss position as shown above and on ' I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for a andard plate positions. ' BC LL 0.0 PSF CA-ENG BFR/CWC 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this . wC,N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. AN ITW COMPANY installation a bracing of trusses. .,� of Is ' TOT.LD. 42.0 PSF SEQN- 43627 A Nal on this dinning or sown WW listing NI•drawing, indicates 0050pterwe of professional engineering 9/ C, 7 1,9 Ay responsibility solely For ehe design moan. The suitability end use of sols drawing for any structure Is the �b .,.C�w4S DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 4/1 r Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbclntlustry.com; ICC: www.lccsafe.org SPACING 24.0" J RE F- 1 VQY7 1 7 5 Z02 Renews:12/3112017 THIS DWG PREPARED FROM COMPUIER INFUI (LOADS & DIMENSIONS) SLUM I I'LU 131 TRUSS rrii-R. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - CGE) Top chord 2x4 HF SS :T3 2x6 HF #2: 120 mph wind, 22.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :M9 2x4 HF #2: DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member • design. j Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per must not be cut or notched. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. +Provide lateral bracing for inset chord. Attach nailer 4X5 at edge of lower roof diaphragm, or use purlins at 24" oc. 11111 3X73X5�i ' 1 `� 9-3-1 10 —I 10 .. idi` :.... : : JJill, .... . -" t. ,,, 18-0-0 3X5= 3X5= 2X4(81)= 2X4(B1)= 1-1 '-I< 4-0-0 =i L1 'J 2-9-4 114 _i 13-0-410-8-4 5-5-8 I. 10-7-8 _I_ 11-7-8 1_ol 21-3-0 Over 2 Supports R=334 PLF U=3 PLF W=6-9-8 R=504 U=52 W=5.5" RL=32/-32 PLF • Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 QTY:1 OR/-/1/-/-/R/- Scale =.2511/Ft. Truss Components of Oregon (503))357-2118 ••w �� FARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1 'OPE 825 N 4th Ave,Cornelius O12 97t 13 •'IW �. TC LL 25.0 PSF pOR NIT'• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. � REF R7175- 22636 82Trusses eating, handling,i n shipping, installing o ',. require extreme care in fabri g, Aping, tap ing antl bracing. Refer t and follow � # the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior f,- ,�1. TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ~� r 14659 -F top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI �� BC DL 7.0 PSF DRW CAUSR7175 16146013 ,4��0� _ sections B3, 67 or B10, as applicable. plicable. Apply plates to each face of and position as shown above and on )5125,71 . I the Joint Details, unless noted otherwise Refer to drawings 160A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/CWC ' I Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, A'd 6.l N AN ITW COMPANY installation&bracing of trusses. "- q �„� TOT.LD. 42.0 PSF SEQN- 43638 i A semi on this drwing or cover pogo listing thls drawing. Indicates acceptance of profwslone! engineering .a 4'C T' AO (�' responsibility solely for the design shown. NSIThe suitability end use of this drawing for any structure is the t�]'��W.G%'n DOR.FAC. 1 .15 FROM BB 8351 ROVatla Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. / Sacramento,CA 95828 For more information see this job's general notes page and thaw webs a SPACING 24.0" J RE F- 1 VQY7 1 7 5202 ALPINE: www.alpineitw.com: TPI: www.tpinst.org; MCA: www.sbclndustry.can: ICC: www.Iccsafe.org RPY1P11V5 72131r2 f lliS UWP PREPARED I-kUfM UHiWUILR iWUI (LUAUS S uu:iEuS I UITS) SUS i1 cU riY -1 BUSS :uii:, (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - BGE) Top chord 2x4 HF #2 120 mph wind, 20.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 4X5r---- load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. milm NSM ill () 10 4 4-11-6 Ai .2 ■ d11111 i i l �� `A 18-0-0 i 2X4(B1)= 2X4(B1) 5-5-8 I 5-5-8 I< 10-11-0 Over Continuous Support R=128 PLF U=19 PLF W=10-11-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 . *. QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 03)357-2118 •'WARNING1.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! p REF R7175- 22637 825 N 4th Ave,Cornelius OR 971135 .811WORTAIW° FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4? FF TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow � M the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior cacti /rye TC DL 10.0 PSF DATE 05/25/16 to performing these functions installersshallprovide temporarymbracing per BCSI. Unless noted otherwise, /y., .- 14659 Oidilkhk top chord shall have properly attached str tural sheathing and bottom chord shall have a properly attached C rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI e �� rN sections 83. B]or::,,7,._:-applicable Apply plates to each face of truss antl position as shown above and on '' AU i)� hs CA-ENG BFR/CWC BC DL 7 0 PSF DRW s s the Jai•nt Details. rested otherwise. Refer to tlrawin 1G1A Z far standard Plate posiU ons „^,,`: BC L L 0 0 PSF l Alpine, a division of ITN Building Components Group Inc shall not be responsible for any deviation from this '' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. •.7 ;''N TOT.LD.LD. 42.0 PSF AN ITN COMPANY installation&bracing of trusses. - , ” 4v SEAN- 43632 A responsibility seal solelyefoor the cover listing `oen. The suitability end use`acceptance f this e�i,gfPe�`OIy structure engineering 40, /�a�:.L.•' �• 7� ���q 8351 RovaDa Circle eapannibiIlty of the Building Designer per ANSI/TPI 1 Sac,z. V'' N W.C�wQ DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s this job's general notes page and these web sites: 1� SPACING 24.0" J REF- 1 VQY7 1 7 5 ZO2 - ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com: ICC: www.rccsafe.org Renews:124442017 I Ii I S DWG PRLPARLU FROM COM,U I LR I RPU I (LUAUS & U I,WLNJ I 0i45) SUbfai I I i LU U'i 1 kU55 idl-i. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - DGE) Top chord 2x4 HF #2 120 mph wind, 20.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.011 span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 4X5 /41111) 01\b\h\ 11 5-10-14 1�iii �� 18-0-0 i 2X4(B1)= 2X4(B1) L1 ' J • L, 6-7-5 -I, 6-7-5 J H13-2-10 Over Continuous Support %i R=120 PLF U=9 PLF W=13-2-10 RL=9/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 �. !.. QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre on (503)357-2118 ••raRNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 11� » �pe 825 N 4th Ave,Corners OR 97113 ••IWORTANT•• NS FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE ITALLERS. GTC LL 25.0 PSF REF R7175- 22 638 dTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier ki 14659�9 ` TC DL 10.0 PSF DATE 05/25/16 T1 to Performing these functions Installers shall provide temporary bracing Per BCSI. Unless noted otherwise,01111164 (�w top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI , sBC DL 7.0 PSF DRW CAUSR7175 1 61 4601 5 .4���� TI sections 63, B7 or B10, as eappl cable. Apply plates to each face of truss and position as shown above and on I I the Jont Details, unless noted otherwise Refer to drawings 160A-2 for standard plate positions. "" I Alpine, a division of ITW Building Components Group lnc. hall net be responsible for any dev�atien frem this BC LL 0.0 PSF CA-ENG BFR/CWC tlrawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ,t AN ITW COMPANY installation A bracing of trusses. .'..^"' A seal on this drawing or Dover pep. Iletlnp this drawing, Indicates eeeePtenee of ProfR..lonel engineering '9/ 'FCXI , 7 19 9 Q<v~ TOT.LD. 42.0 PSF SEQN- 4 3640 responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the LUQ 8351 Rovana Circle responslblllty of the Building Designer per ANSI/7Di 1 Sec.2. O/A�W d.A.W DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s this job's general notes page and these web sites: 1i �1 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: ww .sbclntlustry.com; ICC: www.Iccsafe.org SPACING 24.0"011 J RE F- 1 VQY7 1 7 5Z02 w Renews:12131!2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MFR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - D) Top chord 2x4 HF #2 120 mph wind, 20.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1) Ihiohihh.. 1 10 5-10-14 + 18-0-0 / IR psmm 1 .5X4111 2X4(B1)= 2X4(B1) E" 6-7-5 >i< 6-7-5 L— 6-7-5 ,1, 6-7-5 J H 13-2-10 Over 2 Supports R=680 U=14 W=5.5" R=591 U=6 W=3.511 RL=110/-119 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .00.0 + '.. ( ) ( ) U �� QTY:1 OR/—/1/—/—/R/— Scale =.375"/Ft. _ p ( o ""NARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! .ct TC LL 25.0 PSF REF R7175— 22639 Truss Components of Oregon 5031$357-_118 F 825 N 4th Ave,Cornelius OR 97113 ••IIPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow **;*114.. w TC the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior (:C '/'y� D L 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 4"5 BC top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached a D L 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI �.., DRW CAUSR7175 1 61 4601 6 T. sections 63, 67 or 810, a applicable. Apply plates each faceof truss and position a shown above and o y,,' �f;,( the Joint Details, unlesssnotetl otherwl se. Refer to arawin s 160A-Z for s rd I " r//e:. I g antla ate /tions. ZZj �L��O N e P a�ys BC LL 0.0 PSF CA—ENG BFR/CWC I Alpine, a y vlslon of Ibu Builtling Components Group Inc. shall n t be responsible for dation from this ":,., 'u drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. �'\ AN ITW COMPANY Instal lotion h bracing of trusses. '��'A...I on thl.Er.wlnp Cr Dover listing this drawing, indicate.acceptance of profpelonsl engineering 9 ,Ec 7, 19'9 k,�v TOT.LD. 42.0 PSF SEAN— 43642 responsibility solely for the design shown. The suitability and u.e of this drawing for any structure Is the Al 8351 xovanacrcle responsibility of the Building Designer per ANSI/7bl 1 Sst.2. 4141 Uw"GA04Q DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information a this job's general notes page and these webs a SPACING 24.0" JREF— 1 VQY7175Z02 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12/31/2017 1HIS DWG PREPARED FRUM COMPUIER INPUT (LOADS & DIMENSIONS) SIM I I I ED bY IRUSS NCR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - GGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the bracing requirements. length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. + Provide lateral bracing for inset chord. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5 ri 3X7 10 p :11111111_1110 8-10-6 i�I 4:,11 d - me 3X5= o (1) 18-0-0 / 2X4(B1)= 3X5(B1) L1 'J Fc 13-9-2 =I< 6-6-10 I, 6-9-13 ,I, 3-4-1 J, 3-2-15 _ 5 6-6-10 J 20-3-12 Over 2 Supports R=219 PLF U=13 PLF W=7-8-0 R=866 W=3.5" RL=24/-26 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. Q1Jppe TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503)357-2118 ”WARN INCI"• REND AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175- 22640 825 N 4th Ave,Cornelius OR 97113 ^IIpORTAN.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �` the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 -J, TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached a+'% rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI n11 /SIIwedrOl` BC DL 7.0 PSF DRW CAUSR7175 16146017 ,4�L�) I i sections 83, 87 or B10, as applicable. Apply plates to each face of trussend positron as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for tandard Plate Positions. BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc shall not be responsible for any deviation from this .,,.,.O N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, - ` - AN ITW COMPANY installation&bracing of trusses. 'F 41q '`~` TOT.LD. 42.0 PSF A...i on i111s dsolely or the listing this tlrewing,itabili !ntlio.t.. thi.nd. p structure 9/�rZdAa Ml.CNP�R� DUR.FAC. 1 .15 FROM BB43658 responsibility solely rar ahs wslgn shown. The suitability and use of this drawing for any seruewre Is the 8351 RovanaCircle responsibility or the Building Designer Per ANSI/TPI 1 sec.:, Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.shcindustry.com; ICC: www.rccsafe.org Renews:12/31/2017 SPACING 24.0" J RE F- 1 VOY7 1 7 5Z02 IRIS DWG PREPARED FROM CONPUIER INPUT (LOADS & DIMENSIONS) 50001iItD BY iROSS W.-R. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - G) Top chord 2x4 HF #2 120 mph wind, 22.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 4X5= 41.. 10 / 1 .5X4\\\ 1 .5X4/// •a 0 8-10-6 10 iiiib i. — ■■ m `) 18-0-0 / 3X5 3X5= 3X5(B1)= 3X5= 3X5(B1) L1 ,.1 5-2-14 _I, 4-11-0 I, 4-11-0 _I, 5-2-14 J I` 6-10-9 'I' 6-6-10 I— 6-10-9 �l L 10-1-14 .,J__ 10-1-14 J E' 20-3-12 Over 2 Supports ={ R=998 U=33 W=5.5" R=912 U=25 W=3.5" RL=166/-174 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. 4 •-Q ..•A^ QTY:7 OR/—/1/—/—/R/— Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��C.. F TC LL 25.0 PSF ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 22641 825 N 4th Ave,Cornelius O 97 13 d Trusses require extreme c re in fabricating, handling, shipping, Installing and bracing. Refer to and follow Ci the latest edition of BCS! (BLU!ding Component Safety Information, by TPI and WTCA, far safety practices prior 14859 TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, r- ,:'top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanentlateralrestraint of webs shall have bracing installed per SCSI 1� BC DL 7.0 PSF DRW CAUSR7175 1 61 4601 8 T4 sections 63, 67 or B10, as applicable. Apply plates to each face of truss and position a shown above and o �. .uv LPN�1 s ' A LI O� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. — G f lu' IDI V\vl BC LL 0 0 PSF CA EN BFR/CWC I i Alpine, a division of Ibu Building Components Group Inc shall not be responsible for any deviation from this .o • drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, e, � AN ITW COMPANY installation&bracing of tresses. %�cC % 4.r" TOT.LD. 42.0 PSF SEQN— 43660 A impel on this drawinglor cover sign listing thes duita i li Indicates e of this of g or a y engineeringis 10, 'e(7. J• 1 H�►4Q�" DUR.FAC. 1 .15 FROM BB ielresponsibility solely for the design lista The suitability end use of ep e= l.p for sitny structure the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. H W`` Sacramento,CA 95828 For more information seethis Jobs general notes page and these web sites: tt ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12131/2017 SPACING 24.0" J RE F— 1 VQY7 1 7 5 ZO2 IRIS DWG PREPARED FROM COMPU IER INPUI (LOADS & DIMENSIONS) SURMI T IED by IRUSS 6irR. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - GG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I ` 2 Bot chord 2x6 DF-L #2 Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Special loads Webs : 1 Row @ 4'i o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 76 plf at 0.00 to 76 plf at 10.16 in each row to avoid splitting. TC- From 76 plf at 10.16 to 76 plf at 20.31 BC- From 7 plf at 0.00 to 7 plf at 20.31 120 mph wind, 22.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 901.43 lb Conc. Load at 1.09, 3.09, 5.09, 7.09 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 9.09,11.09,13.09,15.09,17.09,19.09 DL=4.2 psf. Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1 .50. No SIZE SHIFT BITE [ 5] W4X5 S 3.50 4X8(R) III [ 6] W3X5 3.25 L 1 .25 [14] W3X5 3.25 R 1.25 A [15] W4X5 S 3.50 / 3X5[6]i 3X5[14] .40. A,. 8-10-6 10 [- X10 11111111111111116.... �IML41. 18-0-0 3X10(B12R) " `! "' 4X5= 4X5[5] III 6X8= 4X5[15] III 3X10(B12R) 2" 5-4-1 >I< 4-9-13 + 4-9-13 + 5-4-1 >1 10-1-14 ,I_ 10-1-14 1 20-3-12 Over 2 Supports ={ R=5384 U=265 W=3.5" R=5317 U=289 W=3.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. gleRppe. Y:1 OR/-/1/-/-/R/ Scale =.25"/Ft. _ Truss Components of Oregon (503)357-2118 w"NARNINGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 22642 825 N 4th Ave,Cornelius OR 97113 ..11EORTANTs" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 7 TC LL 25.0 PSF Trusses require extreme are in fabricating, hantlling, shipping, installing and bracing. Refer to and fellow ((� p /ry TC DL 1 0.0 PSF DATE 05/25/16 the latest edition o£BCSI (Building Component Safety Information, by TPI and W£CA) for safety practices prior 440 1'/f 6 5 9 '4 j to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, `/ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ?�// � BC DL 7.0 PSF DRW CAUSR7175 16146019 041164 rigid ceiling Locations shown for permanentlateral restraint of webs shall have bracing installed per BCSI y✓ P TI D sections Bor BIG, as applicable. Apply plates to each face of truss and position as shoran above and on ,4 L� I) I the point Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this ,,.%,.014 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, """"j AN ITW COMPANY installation&bracing of tresses. 9/ FC, 7, t9$9 Q<(f� TOT.LD. 42.0 PSF SEQN- 43663 A seal on this drawing or cover peg. listing this drawing, indicates seoeptens•of p lon.1 engineering responsibility solely for the design shown. The ealtebIlity and use of this drawing for any structure is the T/4 gnWGO.' DUR.FAC. 1 .15 FROM BB 835IRovanaCircle responsibility of Si,.Building Designer per ANSI/Tel 1 5.11.2. " Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renews:12/31/2017 SPACING 24.0" J RE F- 1 VQY7 1 7 5202 ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcintlustry.com; ICC: www.Iccsa£e.org Iii l'_, Dill; iErARci) Ikiiili L. (ul Lii i,JPUI (LUA3S & Jlimeitio liL5) 5u ,I,iLU of ir:Li,L 'i,lc9i. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - EGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per must not be cut or notched. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. + Provide lateral bracing for inset chord. Attach nailer 4X5 at edge of lower roof diaphragm, or use purlins at 24" oc. 6 I 3X7o� 10 r 8-10-15 l —1 10 111 11111 . ... . . I. r • •• ' \\ 018-0-0 1 3X5= 2X4(B1)= 3X5(81) I-1 '-111"I k 13-9-13 + 6-7-5 6-9-13 3-4-12 3-2-15 0-4=5 6-7-5 f' 20-5-2 Over 2 Supports >{ R=252 PLF U=13 PLF W=6-9-0 R=859 W=3.5" RL=28/-29 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 ,; QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! BF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4. F TC LL 25.0 PSF REF R7175- 22643 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior to perform ng these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, @� 14659�") T� TC DL 10.0 PSF DATE 05/25/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraintof wenn shall bracing installed per BGSI BC DL 7.0 PSF DRW CAUSR7175 16146020 i sections 83, B7 or 1310, as applicable. Apply plates to each face of trussand position as shown and on O I TI the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/CWC L I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this `„ ` drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, ° AN ITW COMPANY 'nstaIlation A bracing of tresses q ,,,'`r TOT.LD. 42.0 PSF SE N- A seal on this y drawing or the sign listing thes Crewinsuitability mend use of this of professional engineering 9,x;�C 7, 19% 47 DUR.FAC. 1 .15 FROM 6843653 responsibility solely for the dealgn shown. The eolteblllty antl use of this tlreeing for any structure Is the 8351 Rovana Circle responsibility or one Building Designer per ANSI/TPI T Sae.2. 4/1 Vi. Sacramento,CA 95828 For more informations this job's general notes page and these web sites: R rt SPACING 24.0" 1REF 1VQY7175ZO2 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; 89-CA: www.sbcintlusiry.com; ICC: www.lccsafe.org Renews:12/3112017 1 HIS DWG PHEPAI2tD FRUtIt GDiWPUiER {NPUI (LOADS & DIMENSIONS) SUBSIITIED HY {HUSS Wii-ii. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - E) Top chord 2x4 HF #2 120 mph wind, 22.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 A 1 .5X4 \ 1.5X48 �' •' 8-10-15 10 F llikkik Rd — IIMMOMMMELMOMMEMOMMEMMEMMEMMEMOMMINMERM `� 18-0-0 i 3X5= 3X5wt 3X5(B1)= 3X5= 3X5(B1) L1 '. I_ 5-3-4 6 11-0 4-11-5 6-7-2 4-11-5 6-11-0 5-3 4 I` —�_ 10-2-9 I 10-2-9 Fz 20-5-2 Over 2 Supports R=1003 U=34 W=5.5" R=917 U=25 W=3.5" RL=167/-175 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 !. QTY:5 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503)357-2118 ..WHUMwGl" READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 22644 825 N4th Ave,Comehus OR 97113 "I TANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � F TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ti ' TC DL 10.0 PSF DATE 05/25/16 the latest edition of BCSI (Building Component Safety Information, by TPI and NBCA) for safety practices prior `,� T. to Performing these£unctions tlnstallers shall provide teaporary bracing per SCSI. Unlessnotedotherwise, gr, Odlikhk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached R rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing stalled per BCSI Si F sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on � � BC D L 7.0 PSF DRW CAUSR7175 16146021 /`yA�IF9 LJ N I I i iM1e:Dint Det: Is, nnleIT hetes etgerwise. Refer to irawings 1&0A z far stannahi Plata pnsitien:. ' BC LL 0.0 PSF CA-ENG BFR/CWC ' v I Alpine, a tlivision of ITW Builtling Components Group Inc. shall not be responsible for any tlev at n from this • drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITwCOMPANY instal latlon A bracing of trusses. �:; �% ..Zr TOT.LD. 42.0 PSF SEQN- 43644 A...I on this drawing or.over page listing this drawing, indicates acceptance lona! engineering 9 Ce 7, 19 40 responsibility solely for the design Desig ehe.n. The enIs.blIIty and use of this crewing for..,,structure Is the /�,1�'�H W,CNPQQ DUR.FAC 1 .15 FROM BB 8351 Rovana Circle responsibility Itr or the Sul la lrg Designer Per ANSI/TPI t Sae.2. Sacramento,CA 95828 For more information s this Job's general notes page and these webs a SPACING 24.0" JREF- 1 VQY7175Z02 ALPINE: www.alp,eeitw.com; TPI: www.tpinst.org; WTCA: www.sbciedostry.voel ICC: www.iccsafe.org Renews;12/3112012 IRIS 1553 PiLPAkLU F WA Wiwi-01E12 INPUT (LGAUS & UIh1Erv51 UIS) S313i,i1I ICU 6I 155 MIK. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - E1) Top chord 2x4 HF #2 120 mph wind, 22.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=4.2 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= Pil 10 10 1 .5X4\\\ 1 .5X4/// A1 8-10-15 Fr E. `� 18-0-0 i 3X5(B1)= 3X5= 3X5= 3X5= B 3X5(B1) 2" k 5-3-4 6-11-0 I, _r4-11-5 I_ 6-7-2 4-11-5 —r 11 5 _ _I, 6-11-50-3-4 L 10-2-9 J, 10-2-9 J ` 20-5-2 Over 2 Supports d R=921 U=30 W=3.5" R=919 U=30 W=3.5" RL=156/-156 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 QTY:2 OR/-/1/-/-/R/- Scale =.3125"/Ft. o Truss Com1) nentsofOre on (503)357-2118 ••W •• ARNING/ READ AND FOLLOW ALL NOTES ON THIS DRAWING! F TC LL 25.0 PSF REF R7175- 22645 825 N 4th Ave,Cornelius O 9713 3 ••IIPOWTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4 F Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow a �A TC DL 10.0 PSF DATE 05/25/16 • the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior - 14659 p T� A to performing these functions. t Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, 1 4 6 5 9 ! top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 4/ r BC D L 7.0 PSF rigid ceiling Locations shown for permanentlateralrestraint of webs shall have bracing Installed per BCSI "" DRW CAUSR7175 16146022 ,4 L� sections BD Details, or BIG, as applicable Apply plates to each face of truss and position as shownabove and on /..y the Joint Detelis, unless noted otherwise Refer to to each ace Z for standard plate positions. J./. Alpine, a division of ITR Building Components Group Inc shall not be responsible far any deviation from this BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, ,r—.41N AN ITR COMPANY installation&bracing of trusses. "9 -,F/"s 7' , $o, Vv TOT.LD. 42.0 PSF SEQN- 43646 A seal on this drawing or cover paps listing this drawing, indicates acceptance of p lona) engineering ' C, 9 responsibility solely for the design show,. The suitability and use of this drawing for any structure Is the Ilk, W CION' DUR.FAC. 1 .15 F ROM BB 8351 Rovana Circle responsibility of the Building Designer per ANS!/1Ni 1 See.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1 VQY7175Z02 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.con; ICC: www.iccsafe.org Rcenawc•12741/21117 IRIS UWG PREPARED 1-ROM COMPUIER I NPU I (LOADS & DIMENSIONS) SUM III EO BY I BUSS MFH. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - E1G) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I z Bot chord 2x6 DF-L #2 Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 76 plf at 0.00 to 76 plf at 10.21 in each row to avoid splitting. TC- From 76 plf at 10.21 to 76 plf at 20.43 BC- From 7 plf at 0.00 to 7 plf at 20.43 120 mph wind, 22.66 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 901.43 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC 9.06,11.06,13.06,15.06,17.06,19.06 DL=4.2 psf. Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1 .50. No SIZE SHIFT BITE 4X8R ( ) III [ 5] W4X5 S 3.50 [ 6] W3X5 3.25 L 1.25 [14]15W4X5 3.25 R 3.50 3X5[6]41,111 11111111 4i 3X5[14]4.\\ A o� 10 10 8-10-15 Ihhhhh„ �- IN 18-0-0 1 3X1O(612R)o� 4X5[5] III 6X8= 4X5= 4X5[15] III 3X1O(B12R) o� 2" 5-4-7 4-10-2 > 4-10-2 + 5-4-7 I, 10-2-9 -I, 10-2-9 J 20-5-2 Over 2 Supports %, R=5429 U=308 W=3.5" R=5282 U=301 W=3.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 +D 'h.0 QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on (503)357-2118 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! R 825N4th Ave,CornelusOR97113 ""IWORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y'S�' TC LL 25.0 PSF REF R7175- 22646 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �L;,' 14659 5 9�°Q �w TC DL 10.0 PSF DATE 05/25/16 T1 o performing these functions. tInstallers shall provide temporary bracing per BCS! Unless noted otherwise, cC ` top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Adikkhk rigid tel ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI �� / BC DL 7.0 PSF DRW CAUSR7175 16146023 ,4�L�) T1 sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1 the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/CWC 1 Alpine, a division o£ ATM Building Components Group Inc shall not be responsible for any deviation from this s. ,�, drawing,any failure to build the'truss in conformance with ANSI/TPI ,. or for handling. shipping, ` is tiv TOT.LD. 42.0 PSF SEQN- 43650 _ AN ITW COMPANY installation a bracing of trusses. ' " 11''/� A seal on this drewing or Cover pegs listing this drawing, indicates acceptance of professional engineering 97 '. 7, 19 �A,4 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the S 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. T/ Q. DUR.FAC. 1 .15 F ROM BB Sacramento,CA 95828 For more informations this Job's general notes page and these websites: �HW"C� SPACING 24.0" JREF- 1 VQY7175ZO2 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12/3112017 IRIS UNG PREPARED FROM CUM,%UILk IRPIII (LOADS & DIMENSIONS) SUIiMI itLu 131' 1iUSS lMdii. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - FGE) Top chord 2x4 HF #2 120 mph wind, 20.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.011 span opposite face. Top chord design. may be notched 1.5" deep X 3.511 at 4811 o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 1211 of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 A I LN 10 11 5-10-5 10 'ii i i i ' '` 18-0-0 1 Pr 2X4(B1)= 2X4(B1) L1 '� L 6-6-10 6-6-10 J 13-1-4 Over Continuous Support " I R=120 PLF U=9 PLF W=13-1-4 RL=9/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. d plPR TY:1 OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon 503)357-2118 "WARN I NG I w• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �` 825 N 4th Ave,Cornelius OR 97113 ••MPORrANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.".� W TC LL 25.0 PSF REF R7175- 22647 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and WTCfar safety practices prier 4w;a 14659 'Q TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,441164 .,,,,,,,. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached regia Del l ing ns Locat o shown for permanent lateral restraint of webs shall have bracing Installed per BC61 ,,) / BC DL 7.0 PSF DRW CAUSR7175 16146024 r1 Ts sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position s a and on A LI O�I A ' the Joint Details, unless noted otherwise. Refer to drawings I60A-Z for as tion above lu' I \V' I ha standard plate any deviation BC LL 0.0 PSF CA—ENG BFR/CWC ' I l Alpine. a division of ITW Building Components Group Inc. shell 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. e. '\/ AN ITW COMPANY installation&bracing of trusses. op 'F0 7 ATOP Aqr TOT.LD, 42.0 PSF SEQN— 43656 A seal on this drawing or Dover page listing this drawing, Indicates acceptance of professional engineering /% p responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the T/A W C��i CUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information se this job's general notes page and these web sites: ALPINE: wew.alpineitw.com; TPI: www.tpinst.org: WTCA: eww.sbcindustry.com: ICC: wmw.iccsafe.org Renews:12/31/2017 SPACING 24.0" J RE F— 1 VQY7 1 7 5 Z02 I li I S Deb i'lit i ktU i-kOibi Lthel-ti i tk I Ib u I LOADS & U i iriteiS I ONS) SaSie i(ILD by I u5S Fli-li. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - HGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 r /11 10 10 3-8-13 Adl ■ I hr , 9-0-0 r 2X4(B1)= 2X4(61) 1< 1 ' l< 1 ' L— 4-0-0 J, 4-0-0 -J 1< 8-0-0 Over Continuous Support d R=132 PLF U=32 PLF W=8-0-0 RL=12/-12 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. VOORppf TY:1 OR/-/1/-/-/R/- Scale =.511/Ft. Truss Components of Oregon 503)357-2118 ""WARN INGI"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANTTHIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. Cj TC LL 25.0 PSF REF R7175- 22648 825 N 4th Ave,Cornelms O 97113 � + Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow ''�• F,� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior V 4 6 5 9 .P TC DL 10.0 PS F DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 1 61 46025 sections 63, Bapplicable. 7 or B10. as Apply plates to each face of trussand position as shown above } d t' the Joint Details, unless noted otherwiseRefer to drawings 160A_Z for and on standard plate positions. ,4��0� BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this W:MPG•N n drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. `( AN ITWCOMR4NY installation&bracing of trusses. ,9 'k7, 199 w�.. TOT.LD. 42.0 PSF SEQN- 43674 . A seal on this drawing or cover page listing this drawing, indlutes acceptance of profsssionsl engineering /f�14 S responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the 835/RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �ee w•GODUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s e this�ob•s general n s page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org: WICA: www.sbcinduscry.com; ICC: www.Iccsafe.org Renews:12/31/2017 SPACING 24.0" J RE F- 1 VQY7 1 7 5 Z02 I Il iS LIMO PREPARLU FROM CUMPUILR i NPUI (LUAUS & UI MENS iONS) SU1inii i ICU U( TRUSS fair l2. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - H) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 10 3-8-13 All11:11611111116„ = 1111111111111111111111111111 (1) 9 0 0 I X4 III IB 2X4(81)= 2X4(B1) Lc 1 ' DJ l, 1 ' DI 1" 4-0-0 + 4-0-0 L- 4-0-0 ,I, 4-0-0 J F' 8-0-0 Over 2 Supports =1 R=441 W=3.5" R=441 W=3.511 RL=84/-84 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. 14pQF� TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARN I NG I"w READ AND FOLLOW ALL NOTES ON THIS DRAWING! .<�, 825 N4th Ave,Cornelius OR 97113 "IMPORTANT" DRAWING FURNISH THIS DING To ALL CONTRACTORS INCLUDING THE INSTALLERS. j" � TC LL 25.0 PSF REF R7175- 22649 Trusses require extreme care in fabricating, handling, shipping, installing end bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and NTCA) for safety practices prior 14658 'Q TC DL 10.0 PSF DATE 05/25/16 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached l rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI , BC DL 7.0 PSF DRW CAUSR7 1 75 161 46026 s 83. B7 or B10, as applicable Apply plates to each face of trussand position as shown above and on L.,, A lilsc N 1 sections Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this IL:,,.i N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, " - AN ITA/COMPANY installation A bracing of trusses. tr. FC 71 �0 Q4 r`' TOT.LD, 42.0 PSF SEQN- 43676 A seal on this droning or cover page listing this drawing, Indicates ecceptenos of p lonsi engineering _ responsibility solely for t+,e design shown. The suitability and use of this drawing for any structure Is the 44/1 it co4 DUR.FAC. 1 .15 FROM BB 8351 Rovama Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1 VQY7175Z02 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; NTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12/31/2017 i ti i S LiWsi I I l_ Niki., F i.viri (Aii.;iii cit I,F U i (L :, & L I Iiui, l iv:) Sii ..,I i i Lb i. .w:i ra ii. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - H1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5=�/111 1 11 3X3(R)= 1 r 3-8-13 1-0-12ineffA i 9-0 0 VIEN 5= 2X4(B1) 1 .5X4 III L 1 ' >I `II 3-2-8 4-0-0 'I` 3-2-8 L— 4-0-0 ,l_ 3-2-8 J 7-2-8 Over 2 Supports R=420 W=3.5" R=310 RL=62/-67 Design Crit: I RC2012/TP I-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. 1G..p .. t QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 5031(357-2118 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! f �C - 825 N 4th Ave,Cornelius OR 97113 ..INPDRTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5� TC LL 25.0 PSF REF R7175- 22 650 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Wc� cl �4` ' TC D L 1 0.0 PSF the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior ` 14659 "F DATE 05/25/16 w to performing these functions. Installers shall provide temporary bracing per BCSI. Unlessnoted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral resit of webs shall have bracing per BCS! restraint stalled15 BC DL 7.0 PSF DRW CAUSR7175 16146027 ,4 ,L�) r' sections 8D Details, or unless as applicable Apply plates to weach ings ace o£truss and position as shown above and on Jl I the.loins Details unless noted otherwise. Refer to drawings,BDA far spondardsibl plate deviation BC LL 0.0 PSF CA-ENG BFR/CWC 1 Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this ;,, OV, drawing, any failure tofu see truss in conformance with ANSI/TPI 1, or for handling, shipping. V TOT.LD. AN ITW COMPANY instal latien a bracing of trusses. ������C �� �9��i‘.".,!". Y� 42.0 PSF SEQN- 43678 A seal on this drawing or cover paps Plating this drawing, Indicates acceptance of professional engineer)" responsibility solely for the design show. The suitability and use of this drawing for any etrueture Isthe responsibility Building Designer per ANSI/TP1 T Sec.2. COw ibility of the B 11 u . DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle /�W �/ Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renews:12!31/2017 SPACING 24.0" J RE F- 1 VQY7 1 7 5202 .1H I S UNG PREPARED FROM CUMPU I ER I NPII F (LUAUS & U 1111ENS T UNS) SUBaI 11 I EU BY I i(USS W,1-ii. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - IGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= /IPIN\ 3-7-2 A141 I 16111, ■ 9 0 0 i 2X4(61)E--- 2X4(61)—= L1 ' ›J L 1 ' o 3-10-0 I 3-10-0 1` 7-8-0 Over Continuous Support H R=132 PLF U=34 PLF W=7-8-0 RL=12/-12 PLF • Note: All Plates Are 1 .5X4 Except As Shown. • Design Crit: IRC2012/TPI-2007(STD) PLT TPP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. PleROp�c Y:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 •'WARN I NG I•• READ AND FOLLOW ALL NOTES ON TH I5 DRAWING! +'� ....IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. J .„,., . ' TC LL 25.0 PSF REF R7175- 22651 825 N 4th Ave,Cornelius O 97 13 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow w � TC DL 10.0 PSF DATE 05/25/16 the latest edition o£BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior as 14659 r 1 46 5 9 I lr o performing these functions Installersshallprovide temporary bracing per BCSI Unless noted otherwise, �' �` top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /3nr5N � BC DL 7 0 PSF rigid ceiling. Locations shown for permanent ply teral restraint of webs shall have bracing installed per BCSI DRW CAUSR7175 16146028 ,4���) sections 83, B]or 1310. as applicable. Apply plates to each face of trussand position as shown above and on • ' 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positrons. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from thisYdrawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ktil:k's\444.4...:,,,....•:/ii AN ITW COMPANY installation&bracing of trusses. 9� X4' 7, VTOT.LD. 42.0 PSF SEAN- 43667 . A seal on this drawing or cover page listing this drawing, indicates socsptsnw of professional •gineering responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the /�.8351 Rovana Circleresponsibility of the Buiming Designer per ANSI/TPI 1 Sec.2. ��� �,GDUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information see this Job's general notes page and these web sites: Renews:12(3112017 SPACING 24.0” JREF- 1 VQY7175Z02 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcintlustry.com; ICC: www.iccsafe.org THIS UWG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY IRUSS OAF R. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - I) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301 .5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 10 lildithi 3-7-2 I,1 0-9-6 -J19-0-04 III 3X7(G1) III 2X4(81) 3-10-0 >I< 3-4-8 >I L- 3-10-0 3-4-8 J 1 7-2-8 Over 2 Supports ={ R=420 W=3.5" R=310 RL=61/-68 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. 1.,1 JleROpY:1 OR/-/1/-/-/R/- % Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! '� REF R7175- 22652 _ ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 7 TC LL 2 5.0 PSF ik 825 N 4th Ave,Cornelius O 97 13 �� � s Trusses require extreme care in fabricating. Safeling, shipping, installing and bracing. Refer to and Follow 1 46 5 9 TC DL 10.0 PSF DATE 05/25/16 the latest edition of BCSI a(Building Component Safety Information, by TPI and and for safety practices ofprior � to performing these(properly Installers shall provide th temporary bracing per SCSI unless noted attarw,se 041164 CAUSR7 1 7 16146029 top chord for shall have properly attached Instal structural sheathing and bottom chore shall have a properly otherwise, therwis ix rigid ceiling Locations shown for permanent lateral restraint o£webs shall have bracing installed per SCSI / � ( sections 83, B]or 810, as applicable Apply plates to each face of truss and position as shown above and on ''''„ " 0 PSF DRW s T BC DL 7 A�I O Il A I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. IIf, J ' \v' I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this • =s BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, '4.0 AN ITA,COMPANY installation&bracing of trusses. "9 4.C, �, VP it TOT.LD. 42.0 PSF SEQN- 43670 A seal on this drawing or cover page listing this drawing, indicates aoesptenw of professional engineering �� responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 4 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Set.2. �f�q w,GH4' DUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information see this Job's general notes page and these web sites, Renews:12/31/2017 SPACING 24.0" JREF- 1VQY7175ZO2 ALPINE: www.alpineitw.com; TPI: www.tpinst.arg; WrCA: ww.sbcintlustry.com; ICC: www.iccsafe.org I HIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY MUSS MFH. (0516225--SCANDINAVIAN GENERAL CONT -Greenburg Duplex Parcel 1 -- VERIFY TIGARD, - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=-26 Rw=9 U=22 10 10997 1 1-1-15 1 V EMIR 0 9-0-0 Mt 2X4(61) R=7 U=6 1...:1-0-0. 0-11-0 Over 3 Supports R=198 W=3.5" RL=25/-22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 , ;OFA QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon ((503)357-2118 ••wARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,ComehusOR97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5� TC LL 25.0 PSF REF R7175 22653 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,co CO' 14659 F,,Q TC DL 10.0 PSF DATE 05/25/16 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. odlikkik top chord shall have properly at tached structural sheathing and bottom chord shall have a properly attachedQ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing nstal led per BCSI % BC DL 7.0 PSF DRW CAUSR7175 16146030 ,4�� , sections B3, 07 or 010, as applicable. Apply plates to each face of truss position as shown above and on / y O I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ' BC LL 0.0 PSF CA-ENG BFR/CWC I I Alpine• a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, •:�:•N • AN ITW COMPANY Installation&bracing of trusses. "' 9 .�,"� TOT.LD. 42.0 PSF SEQN- 10036 REV A seal on this drawing or cover page listing this drawing, indicates sec.ptanae of professional engineering .4„ FC 7 AS Qtr responsibility solely for the design shown. The suitability end a..of this drawing for any structure Is the �S� 1 Q• DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle rsepansinn iey of the Building It.elgnar per ANSI/7P! t Sae.2. '��W�^uP Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: VP SPACING 24.0" J RE F- 1 VQY7 1 7 5 ZO2 ALPINE: www.alpineitw.com; TPI: www.tpi nst.org; WlCA: www.sbcindustry.com; ICC: www.iccsafe.org Ranelecs•12/41/9017 Gable Stud Relnforcement Detail ASCE 710 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 100 Er: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 syph Wind Speed, 30' Mean Height, Enclosed, Exposure 0, Kzt = 1.00 2x4 Brace <1) 1x4 "L" Brace x (1) 2 x 4 "L" Brace x (2) 2x4 "L" Brace cx (1) 2x6 "L" Brace x (2) 2x6 "L" Brace xx Bracing Group Species and Grades: Gable Vertical No Specing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A' C a Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7" 10" 8' 1" 9' 3" 9' 7" 0" S` 4' 0" 4' 0" 4' 0" 14' 0" #1 / #2 Standard 42 Stud #3 4' 4" 2' 7' 8" 9' 1" 9' S" 0' 10` 4° 4' 0" l4' 0' 4' 0" 4' 0" #3 Stud #3 Standard _ Stud 4' 4` 7' 2" 7' 7" 9' 1` 9' S" 10' 10" 11' 4" 14' 0" 14' 0" 14' 0` 14' 0` _ W Standard 4' 4" 6' 2" 6' 7" 8' 2" 8' 9" 10' 10" 11' 4" 12' 10" 13' 9" 14' 0" 14' 0'_ Dou■las Fir-Larch Southern Pinexxx #1 4' 10" 7' 11" 8' 2" 9' 4" 9' 8` 11' 1" 11' 6" 14' 0` 14' 0" 14' 0" 14' 0" I #2 4' 7" 7' 10" 8' 1" 9' 3" 9' 7" 11' 0" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" _ Stud _Stud Standard Standard _ #3 4' 6" 6' 6" 6' 11" 8' 7" 9' 2" 10' 11` 11' 4" 13' 6" 14' 0" 14' 0" 14' 0" CU U Stud 4' 6" 6' 6" 6' 11" 8' 7" 9' 2" 10' 11` 11' 4" 13' 6" 4' 0" 4' 0` 4' 0" Standard 4' 4" 5' 9" 6' 1" 7' 7" 8' 2" 10' 4" 11' 1" 11' 11" 12' 10" 14' 0" 14' 0" Group B: U #1 / #2 5' 3" 8' 11" 9' 3" 10' 7" 11' 0" 12' 7" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" Hem-Fir S #3 5' 0" 8' 10" 9' 3" 10' 5" 10' 10" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" #1 & Btr ( Li = Stud 5' 0" 8' 9" 9' 2" 10' 5" 10' 10" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" 41 Standard 5' 0" 7' 6" 8' 0" 10' 1" 10' 9" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 1.4' 0" Q� - - - - _ Dou.las Fir-Larch Southern Pinexxx #1 5' 6" 9' 1" 9' 5" 10' 8" 11' 1" 2' 8" 3' 2" 14' 0" 14' 0" 4' 0" 14' 0" 01 #1 SI P #2 5' 3" 8' 11" 9' 3" 10' 7" 11' 0" 12' 7` 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" #2 _ #2 #3 5' I` 7' 11" 8' 5" 10' 6" 10' 11" 12' 6" 13' 0" 14' 0" 14' 0" 1.4' 0" 14' 0" D 1x4 Braces shall be SRB (Stress-Rated Board). CLI 1131 - Stud 5' 0` 7' 11" 8' S" 10' 6" 10' 11" 12' 6" 13' 0" 14' 0" 14' 0" 14' 0` 14' 0" xxxFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0" 7' 0" 7' 5" 9' 4" 10' 0` 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9" 9' 10" 10' 2" 11' 7" 12' 1" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" g __ _ values may be used with these rales, #3 5' 6` 9' 8" 0' 1" 11' 6" 11' 11" 3' 8" 4' 0" 14' 0" 14' 0" 14' 0" 14' 0" Gable Truss Detail Notes: l_ U _- Stud 5' 6" 9' 8" 10' 1" 11' 6" 11' 11" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0` Wind Load deflection criterion is L/240. 0 Standard 5' 6" _8 8" 9' 3" 11' 6" 11' 11" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14_0" Provide uplift connections for 70 plf over X continuous bearing (5 psf TC Dead Load). a S P #2 5' 9" 9 10" 10' 2" 11' 7" 12' I" 13' 110` 14' 0" 14' 0` 14' 0" 14' 0" 14' 0" Gable end supports load from 4' 0" outtookers P #3 5' 8" 9' 2" 9 h 9" 11' 6" 12' 0" 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Ooverhang, or 12" plywood overhang. D- Stud 5' 8" 9' 2" 9' 9" 11' 6" 12' 0" 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Standard 5' 6" 8' 1" 8' 7" 10' 9" 11' 6" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Symm r Attach "L" braces with 10d (0.128"x3.0" min) nails Gable Truss �j About l`2 ,;, 1 00 For (1 "L" brace. space nails at 2" c.c. 1 dm in 18" end zones and 4" o,c between zones. Diagonal brace option 1BEFor (2) "L" braces: space nails at 3" ac. ■ In 18" end zones and 6° o between zones vertical length may be ■ W W doubled when diagonal 18" 1 : "L` bracing must be a minimum of 80% of web brace is used Connect4417 member length. diagonal brace for 385# „L,� — at each end. Max web Brace Gable Vertical Plate Sizes total length is 14'. �'E Vertical Length No Spli:11'1 12x4 DF-L #2 or Less than 4' 0" 1X4 or 3 better diagonal Greater than 4' 0", but 2X4 Vertical lenoth shown brace; single 18„ less than 11' 6" in table above. or double cut Greater than I1' 6" 3X 11 45° (as shown) at W W +e Refer to common truss design pd ■ ■ ■ ■ ■ ■�� ■ ■ ■■ ■ ■ � ■ ■ ■ �� peak, splice, andheel plates,ontinuous BearinRefer to theBulldln Desi merforcoitions Connect diagonal atOil 9 9 midpoint of vertical web. Refer to chart above For max ga a ry length. not addressed by this detail xx WURNINGIxx READ AND FOLLOW ALL NOTES ON TICIS DRAWINGI ��'�•' V REF ASCE J—]0—GAB12030 * IMPORTANTx• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. " n Trusses require extreme care 'n fabr'catng, handling, shipping, installing and bracing. Refer to and (.j � f DATE 10�01�14 fallow the latest edition of BCS[ (Building Component Safety Information, by TPI and SBCA) for safety (,(�/�"° 14659 •� _ practices p t performing these functions. Installers shall provide temporary bracing per BCSI V Unless noted otherwise, top chord shall h properly attached structural sheathing and bottom chord 1 DRWG A12030ENC101014 ,M shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ���/,' [1_,�� A shall have bracing installed per BCS[ sect 63 B7 or B10, as applicable Apply plates to each face "/� F f—'\ I JI of truss and position as shown above and theJoint Details, unless Hated otherwise. ""� / 11 IJ ' V Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for deviation from q AN ISWCOMPANY the drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handing, shipping, � �� 16 �j *yam • installations bracing of trusses • T, 199 Q<y MAX. TOT. D� 60 PSE A seal on this drawing orcover page listing this drawing, indicates acceptance of professional �Syy,� 4 engineering responsibility solely for the design shown. The suitability and use of this drawing 7/1uw. for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2� MM,/7t of COY Earth1338Lakefront Drive For more information see this job's t notes page Earth City,MO 63045 ALPINE: www t tw,com TPLew jo genera w pa and these websites: g a piaci ww,tpinst.org; secA: w webdndustr l ICC: www.iccsafe.org Renews:12131/2017 MAX. SPACING 24,0" Gabe De � 0 For Let-In Vertcals Gable Truss Plate Sizes About + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +°Refer to Engineered truss design forA peak, splice, web, and heel plates. S V+ /If gable vertical plates overlap, use a single plate that covers the total area of i the overlapped plates to span the web, ® @Goble \\ 4- i Vertical Example: 2X4 ® 2X4 PP 2X8 "T" Reinforcement Attachment Detail - -- "T" Reinforcing "T" Reinforcing 5 Member Member ()K \AAs 5. 1 ® Toe-nail Or IIIEnd-nail + O To convert from "L" to "T" reinforcing members, multiply "T" Increase by length (based on Provide connections for uplift specified on the engineered truss design appropriate Alpine gable detail). Attach each "T" reinforcing member with End Driven Malls, Maximum allowable "T" reinforced gable vertical 10d Common (0148"x 3,",min) Nails at 4" o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. "T" reinforcing member material must match size, specie, and grade of the "L" reinforcing member. Rigid Sheathing Toenalled Nails l 10d Common (0.148"x3",min) Toenails at 4" o,c. plus Web Length Increase w/ „T„ Brae X 4 Nails X V (4) toenails in the top and bottom chords. "I" Reinf, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcingwird load. Member _ 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, 412015051014, 411015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o,c, SP #3 A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 307. = 1.30 A11530ENC101014, 412030ENC101014, A14030ENC101014, A15030ENC101014, (1) 2x4 "L" Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, 420030PED101014 Maximum "T" Reinfarced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unre'rnforced gable vertical length 4 Nails _ X �— Ceiling e w*WFlRNING!vw READ AND FOLLOW ALL NOTES ON THIS DRAWING! t G�0 PRO', ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` REF L.-E T--I N VERT Trusses require extreme care 'n fabricating, handling, shipping, installing and bracing. Refer to and 'x' L1 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety 14659 VA"f' DATE 10/01/14 prnct'ces prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted othe wise ll top chord shah have properly attached structural sheathing and bottom chord r D TM shall have properly attached rigid ceiling Locations shown for permanent lateral restraint of webs DRWG GBL_LE �I N1014 i shall have bracing installed per BCSI sections B3, B7 or 510 as applicable, Apply plates to each face ,,,,,,,, LL.----9 ,,, \\ -� of truss and position as shown above and on the Joint Details, unless noted otherwise. I Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu'ld'ng Components Group Inc. shall not be responsible for any deviation from AN [TX/COMPANY this drawing y failure to build the truss 'n conformance with ANSI/TPI 1 or For handling, shipping, 05 V installation a b acing of trasse .. 'E'C 7, AOa <y' MAX. ID-I, D� GO PDF A seal on this drawing orcover page listing this drawing, indicates acceptance of professional ��} it - - --- engineering responsibility solely for the design shown. The suitability and use of this drawing 114Nw.CNktDER FAC, ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �Ii1 V 13389 Lakefront Drive Earth City,MO 63045 For more information see this ,Job's general notes page and these web sitesi ALPINE, www,alpineitw,com; MT www,tpinstorg; SBCA: wwwsbcindnstry.orgl ICC. www.iccsafe,org Renews 1213112017 MAX SPACING 24 0" 337 7-_0 _W mph, 30' dean -eight, Dosed, Sxsosure C Common Residential Gable End Wind Bracing Requirements - Sti- feners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part Enclosed, Exp C, H Greater than 4'6" to 7'6" In length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf. provide a 2x6 stiff-back at mid-height and brace stiff back to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Tope Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max provide a 2x6 stlffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" we detail below or for lumber, plates, and other Information not shown refer to DRWG A12030ENC101014). en this detail Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stlffback with 104 box or gun (0128" x 3", minM nails 6 6" o.c, 2X4 Blocking nailed to 45° sheathing and 24" Max each truss (Typ> -W111111111%* i H __.,. i4 . . • 2X4 DE-L #2 - \ H/2 or better diagonal brace Attach each end X II for 5604 �ontlnuous Bearing� i / 2x6 #2 Stiffback attached to each Stud w/ (4) 104 box or gun (0.123" X 3 min,) nails wwWARNING!.w READ AND FOLLOW ALL NOTES ON THIS DRAWINGI y. REF GE WHALER wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing, Refer to andDATE 10/01/14 4n olow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety {'" 14659 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI, cc:p' w - Unless noted otherwse, top chord shall have properly attached structural sheathing and bottom chord shad a have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 � FFFIII ���� hall have bracing installed per BCSI sections 03, B7 or B70, as applicable Apply plates to each Face /a �II IIJ-� I , of truss and position a shown above and on the Joint Detals, unless noted otherwse. IL1,-� Refer to drawings 160A-Z for standard plate postons, Alpine, a division of ITW Bolding Components Group Inc. shall not be responsible for any deviation from ";r 'AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, \;tss\..................) installation & bracing of trusse9 C, 7� 19MAX. T❑T. LD. 60 F'SF A seal on this drawl ng a co er page listing this drawing, indicates acceptance of professional �� Nw,wtlengineering responsibility solely'for the design shown. The suitability and use of this drawingyfor any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive For more Information see this Lob's notes and these web sites Earth City,MO 63045 w Jo genera w page w Renews:12/31/2017 MAX. SPACING ALPINES w w.alpineitw,coml TPl.e www,tpinst.orgl SBCA. www sbcindustry.orgl ICC w w.iccsafe,org RRe ^ RReg veRRSRR ., R_ ' on T-Relnf orcenent This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Re'inf, Is specified on a truss design but an alternative web L_-Reinforcement' or reinforcement method is desired L-Re'inf. 400, 41111* Apply to either side of web narrow face Attach with 106 (0.128"x3.0",min) nails at 6" o,c. Reinforcing member Is Notes': a minimum 80% of web I member length, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative IIIPP'ilih.- 'Ili MM For minimum alternative reinforcement, re-run design with appropriate reinforcement type. i-Re'inf L-Reinf Web Member Specified CLR Alternative Reinforecement SCAN Rein one e t Size Restraint T- or L- Reef Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face —_ — Attach with 10d (0.128"x30",min) nails 2x6 1 row 2x4 1-2x6 at 6" o,c, Reinforcing member Is a 2x6 2 rows 2x6 2-2x4(4-) minimum 80% of web member length 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (X) Center scab on wide face of web. Apply (1) scab to each face of web wwWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! i.,..„... D ���'� TC LL PSF REF CLR SubstwwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '• ..Trusses extreme care n fabricatin handlin hlegulre g, g, � ppnfo Instaning and bonding. Refer to end 14659 TC DL PSF DATE 10/01/14 follow the lntest ed ton of BCS[ (Buldng Component Safety [nformnt on, by TPI and SBCA) for safety '�practces pror to performng these functons, Installers shall provde temporary bracng per BCSIUnless noted otherw se, top chord shall have properly attached structural sheathng and bottom chord ' L. D R W G B R C L B S 1 4 Tu shall hove a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs J.A i BC 8 PSF UB10 R shall have bracing installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face «"/ -- BC LL PSF % L I —FD-NE I C of truss d position as shown above and on the Joint Details, unless noted otherwise. , IV C Refer to drawings 1G0A Z for standard plate positions i AN ITW COMPANY Alpine a division' of ITW Building Components Group Inc, shah not be responsible for any deviation from ,�,/n a V TOT, LBS PSF this drawing, any failure to build the truss n conformance with ANSI/TPI l or for handling, shpping, +.4 eC '' %OS 1w"�' Installation & bracing of trusse A seal on this drawing orcover page listing this drawing, indicates acceptance of professional T �] engineering responsibility solely for the design shown. The suitability and use of this drawing TleiNW.CT% DUR, FAC, 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. fT Earth City,MO 63045 For more Information se e this job's general notes page and these web sites Renews:12/31 12 01 7 SPACING ALPINE 000 al pineitw,con; TPI: www,tpinot,org; SSEA: wow sbcindustry.org! ICC wowcc safe,org Gable Stud Reinforcement Detail ASCE 7-10! 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 100 ❑r, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4 Brace (1) 1x4 "L" Brace a (1) 2,4 "L" Brace a I(2) 24 "L" Brace a. (1) 2x6 "L" Brace a (2) 2x6 "L" Brace aa Bracing Group Species and Grades, Gable Vertical x No -- -- - - - — Spacing Species Graded,ddi Braces Group A G-oup B Group A Group B Group A Group B Group A Group B Group A Group B Group A: — Spruce-Pine-Fir _Hem-Fir S #1 0'/3 4' 10" 8' 2" 8' 6" 9' 8" 10' 1" 6" 2' 0" 4' 0" 4' 0" 4' 0" 14' 0" #1 / 2 Standard #2_ d #3 4' 7" 9" 8' 3" 9' 7" 9' 11" S" 10" 4' 0" 4' 0" 4' 0" 14' 0" #3 Stud 43 Standard_ O H r Stud 4' 7` 7' 8" 8' 2" 9' 7" 9' 11" 11' 5" 11' 10" 14' 0" 14' 0" 14' 0" 14' 0" Standard 4' 7" 6' 7" 7' 0" 8' 10" 9' 5" 11' 5" 11' 10" 13' 10" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pinexzx CU ---"— — #3 #3 #1 5' 0" 8' 4" 8' 7" 9' 10" 10' 2" 11' 8" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #2 4' 10" 8' 2" 8' 6" 9' 8" 0' 1" 1' 6" 2' 0" 4' 0" 4' 0" 4' 0" 14' 0" Stud Stud Standard Standard ,12 #3 4' 8" 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" cs Stud 4' 8" 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" Standard 4' 7" 6' 2" 6' 7" 8' 2" 8' 9" 11' 1" 11' 10" 12' 10" 13' 9" 14' 0` 14' 0" Group B, U #1 / #2 5' 6" 9' 5" 9' 9" 11' I" 11_6" 13' 2" 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" Hem-Fir c P P #3 5' 3" 9' 3" 9' 9" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 8 Btr c_ U Stud 5' 3" 9' 3" 9' 7" 10' 11'_ 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" W W Standard 5' 3" 8' 1" 8' 7" 10' 10" 11' 4" 13' 0" 13', 7" 14' 0" 14' 0" 14' 0" 14' 0" Dou.la�h Southern Pine... #1 5' 9" 9' 6" 9' 10" 11' 3" 11' 8" 13' 4" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" #1 S P #2 5' 6" 9' 5" 9' 9" 11' 1" 11' 6" 13' 2" 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" #2 ' #3 5' S` 8' 6" 9' 1" 1' 0` S" 3' 1" 3' 8" 4' 0" 4' 0° 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). W I L Stud 5' S" 8' 6" 9' 1" 11' 0" 11' 5" 13' 1" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" ...For 1x4 So. Pine use only industrial 55 or Standard 5' 3" 7' 6" 8' 0" 10' 0" 10' 9" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Pated Boards. Group B _IC #1 / #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 13' 2" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" values may be used with these grades. #3 S' 9` 0' 2" 0' 7" 2' 0` 2' 6" 4' 0" 4' 0" 4' 0" 4' 0" 14' 0" 14' 0" Gable Truss Detail Notes W L' U _ Stud 5_9" 10' 2" 10' 7" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Wind Load deflection criterion Is L/240. 0 Standard 5' 9" 9' 4" 9' 11" 12' 0" - 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Provide uplift connections for 35 plf over X #1 6' 4" 10' 6" 10' 10" 12' 4" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load). a -, Gab eCrend S P #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" supports load from 4' 0" outlookers #3 5' 11" 9' 10" 10' 6" 12' 1" 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0" overhang, or 12" plywood overhang. I _L Stud 5' 11" 9' 10" 10' 6" 12' 1" 12_ 7" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Standard 5' 9" 8' 8" 9' 3" 11' 7" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Syn"' Attach "L" braces with 10d (0.128"x3.0" nln) nags, About�� A3E For (1) "L" brace: space nails at 2" o.c.Gable Truss A A in if,end zones and 4" o.c. between zones, �EFO2) 'L" For- space Halls at 3" a.c, Diagonal brace option In end zones and 6" o,c. between zones. dim vertical length may be doubled when diagonal 18° "L" brang must be a minimum of 80% of web brace is used, Connect II: Qmembeength,diagonal brace for 335# "L" .L - -- at each end. Max web Brace able Vertical PlateSizestotal length !s 14'. Vertical Length No Splice 2x4 DF-L #2 orLs than4' 0" 1X4or 2X3better diagonal : Gater than 4' 0", but 2X4 ess than 11' 6" • Vertical length shown brace; singleGater than 11' 6" 3X in table above, or double cut — LI45 (as shown) atQ er to cannon truss design for upper end, n�B�� �rC7IM�MM . , peak, splice, and heel plates. ontinuous Bearing Refer ::o the Building Designer for conditions Connect diagonal at ' midpoint of vertical web. Refer to chart above for max ga• - . ' al length of addressed by this detail. • woWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ����'D PROFF REF ASCE7_Itl_UATlq 2015 wOIMPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 7 L D1 Trusses require extreme care 'n fabricating, handling shipping, installing and bracing. Refer to and " ,a .q follow the latest edition of BCSI (Butdng component Safety Information by TPI and stCA) for safety C? F DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing per BCSI. 44 r'" 14659 -rr Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord {"- .v shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG A12015EN��101014 shall have bracing installed per BCSI sections 63, B7 or B70, as applicable. Apply plates to each face // l_ —�� �C truss and position shown above and on the Joint Details, unless noted otherwise. Ret.. .,,FF CRefer t drawings 160A-Z Z For standard plate positions. � Alp' a d of ITW Bu'Id'ng Components Group Inc shall not be responsible for any deviation from ".=•N AN ITW COMPANY thisdrawing, y failure to build the truss 'n conformance with ANSI/TPI 1 or for handing, shipping, • V u t n & b ng of trusses- C 7� AS g°� �v MAX. TGT LD, 60 PSA A seal on this drawing orcover page listing this drawing, indicates acceptance of professional �_n [� for responsibility solely for the design shown. The suitability and use of this drawing i,7 nw.�0 13389 Lakefront Drive any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r Earth City,MO 63045 For wmore Information see this job's general notes page and these web sites: MAX SPACING 24,0' • ALPINE: w w,alpineitw,com; TPI: www.tpinst.org; SBCA. w w,sbc!ndustry.org; ICC: www.iccsofe.org Bpppyyq•12131/2017