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Plans (308) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W 1 M7175Z0813100808 Truss Fabricator: Truss Components of Oregon Job Identification: 0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW lot 5 Provi dance -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) EO PROP Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 4%' FSS) Truss Design Loads: Roof - 42 PSF @ 1.15 Duration O�5 1.4G I N FF Oy Floor - N/A 19575 #$s1, Wind - 120 MPH (ASCE 7-10-Closed) 41/16- Notes: 06/ 3/2017 1. Determination as to the suitability of these truss components for the GI OREGON structure is the responsibility of the building designer/engineer of 1A, 'on.20,1g9- T record, as defined in ANSI/TPI 1. "'OLD W.N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 GRIMOwea1 Details: 12015EC1-GBLLETIN-GABRST10-BRCLBSUB-CNBRGBLK-12030EC1- Submitted by GWH 10:05:31 06-13-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 57473--AGE 17164046 06/13/17 2 57474--A 17164047 06/13/17 3 57475--AG 17164048 06/13/17 4 57476--AGA 17164049 06/13/17 5 57477--B 17164050 06/13/17 6 57478--BG 17164051 06/13/17 7 57479--BGA 17164052 06/13/17 8 57480--B1 17164053 06/13/17 9 57481--C 17164054 06/13/17 10 57482--CGE 17164055 06/13/17 11 57483--DGE 17164056 06/13/17 12 57484--D 17164057 06/13/17 13 57485--D1 17164058 06/13/17 14 57486--D1G 17164063 06/13/17 15 57487--EGE 17164059 06/13/17 16 57488--E 17164060 06/13/17 17 57489--FGE 17164061 06/13/17 18 57490--F 17164062 06/13/17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providance -- VERIFY VERIFY, OR - AGE) 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=3.0 psf. :M12, M13, M14, M15, M16, M17, M18, M19, M20, M21, M22 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. braci ng requi rements. Provi de I ateral wind bracing per I TWBCG wi nd braci ng details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live load engineer of record. 2X3 studs require reinforcement at 70% of the applied per IBC-15 section 1607. length tabulated for 2X4 studs of the same grade. WARNING: Furni sh a copy of this DWG to the i nstal I ati on contractor. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web Special care must be taken during handling, shipping and installation of member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. trusses. See "WARNING" note below. Deflection meets L/360 IIve and L/240 total I oad. Creep increase Truss designed to support 1-0-0 top chord outlooker span and factor for dead load is 2.00. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch i n overhang or heel panel . 5X7 M17 M18 5X7--5-- 15M16 i^� M19 T M121y1 20M21 6 , ./ ( M225X7� .ra) a) a) (a (a�a 6 12-4-3 (a) a) e o f a a e e -- a a v e l - T S c 1 9-0-0 1 / ///////////////////////1/1/7/7///////////// /�////////////%////////////////////////////////////// //1/1//////'///////////i///�///////////////// © 3X5(A1) = 5X7-- 5X7= 3X5(A1) 2-4-11 L. 24-0-0 ,I— 24-0-0 Fc 48-0-0 Over Continuous Support R=129 PLF U=3 PLF W=48-0-0 RL=5/-5 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. Desi gn Cri t: I BC2015/TPI -2014(STD) rs0 PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ��_ C4R.F `rS�O OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503 357-2118 •'wARRIRcI*•READ AND FOLLOW ALL rots ON THIS DIWYING! �N • F� 9 TC LL 25.0 PSF REF R7175- 57473 825 N 4th Ave,Cornelius OR 9713 ••I'PORTANT•• PIM sH This DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 _ Trusses require extreme care In fabri cati ng, handling, shipping, Installing and bracing. Refer to and fol low �' TC DL 1 0.0 PSF DATE 06/13/17 the I atest edl ti on of BCSI (gull di ng Component Safety Information, by TPI and WTCA)for safety practices prior /t n to performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� �j BC DL 7.0 PSF DRW CAUSR7175 17164046 rigid cel I l ng. Locations shown for permanent lateral restral nt of webs shall have bracing Installed per SCSI actio83, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 0. 13/20 7 A A _FAN N n the Jint Detan s, unless noted othn erwlse. Refer to drawlngs 160A-i for standard plate positios. BC LL PSF CA-ENG BFR/GWH J,—,J Al pi ne, a di vl sl on of ITIN But l dingComponents Group Inc. shall not be responsible for any deviation from this 0 OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN 1TW COMPANY installation&bract no of trusses. ftp teClp N1p •9 vee,20lsem 4' TOT. LD. 42.0 PSF SEQN- 119025 . Areasoseal ns reasons! II by sol elyRor for thhee dessr Ignn shone. TThe sul tebl Ilty�end um of thit�o ng orr any structu�sathe w 8351%warm Circle reasons! I t ty of the Elul I a ng Deal Omar per Ansi/IN I Sec.2. OLD •w• .0_4' � DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 Tar more information see this)ob.s general notes page and these web sites: Renews 6/30,2012 SPACI NG 24.0" JREF- 1W1 M7175Z08 ALP'NE: wee.al pi tel tw.con; TPI: www.tpi nst.org: WTCA: www.sbci ndustry.col; ICC: wwa.I ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW Iot 5 Provi dance -- VERIFY VERI FY, OR - A) 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 DL=3.0 psf. :W1, W3, W10, W12 2x4 HF Std/Stud: :W6 2x4 DF-L #1&Bet.: WI nd I oads and reacti ons based on MWFRS with additional C&C member (a) Continuous I ateral restraint equal I y spaced on member, desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. WARNI NG: Furni sh a copy of this DWG to the i nstal I ati on contractor. Speci al care must be taken duri ng handling, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. 5X7 4X8 6 ' 4X8ft 1. 5X4 1> i* /\ /\ 5X4�� W3 6 12-4-3 1` t /%.%4%N.......4%-• 9-0-0 1 3�A1) = 5X7= 5X7= 3X5(A1) 2-4-11c 23-2-0 24-10-0 ,I ,, 6-0-0 ._t_ 6-0-0 ...i.._ 6-0-0 ...0 6-0-0 „4.,. 6-0-0 6-0-0 6-0-0 J_ 6-0-0 I' 7-9-9 -I` 8-2-9 -I- 7-4-9 1I_2 18 7-4-9 'l_ 8-2-9 -I- 7-9-9 I_ 24-0-0 _L 24-0-0 ,- 48-0-0 Over 3 Supports R=813 U=10 W=5.5" R=2842 U=40 W=5.5" R=721 U=2 W=5.5" RL=206/-216 Note: Al I PI ates Are 3X5 Except As Shown. PLT TYP. Wave Design Cri t: I BC2015/TPI -2014FT/RT 2%(0%)/4(0) D) 16.01. 0;• • P• SS OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!•w READ MD FOLLOW ALL NOTES(Al THIS DRAWING! �VIG •• F� f. TC LL 25,0 PSF REF R7175- 57474 825 N 4th Ave,Cornelius OR.97113 ••I WTOITrANr•• EIIRNI SH'NIS DRAVA NG TO ALL CONTRACTORS I RCUDI N6 THE I RSTALIERS, 19575 Trusses regui dltlo extreme CS c Be In fang Clmpolen, Safel I l ormatshl i on, Iystall and and bractng.s. Refer ac and fol lor r TC DL 10.0 PSF DATE 06/13/17 the lrtort edition of SCSI ns. I sg lIersnsht l Safety Ieftempolar, by ci and WTCA)I forsafetynoted tedcothes l se, /1 to pchord log these functl ons. Installers shall provide temporary bracing per SCSI. Unless perly )se, tap chord shall have properly attached structural ral rests and bottom chord shall have a properly attached -' BC DL 7.0 PSF rigid telling. Locatl ons shown for permanent I ateral restraint of webs shat I have brad ng 1 notal 1 ed per BCSI DRW CAUSR7175 17164047 A^ PO NJI shell cin B3, 57 or B10, as Opel I cab)e. Apply plates to each face of truss and post t on as shown above and on r 1320 7 II the Joint Details, unless noted adheredse. Refer to drawl tgs lbOA_Z for standard plate posltlons. BC LL 0.0 PSF CA-ENG BFR/GWH Al pl ne, a di vl sl on of I TW Sul ICI ng Components Group Inc. shall not be responsl bie for any deviation from this 61 OREGON drawing, any failure to bul Id the truss In conformance with ANSI/TIN 1, or for handl Ing, shipping, AN ITWCAMPNNY install aOl an a bracing of trusses. acceptance �A^"+n,20,195" �P TOT. LD. 42.0 PSF SEQN- 118971 Ares'fpons DI Ion 11ty sol slygor Meer for the desslggnn sham. Thl Thesdrawl sul teal I I ty�and use of thl s drawl ng for any structure sOthe 1� 8351 Havana Circle reaponsl al I I ty of the EU Idl ng Deal goer•per ANSI/TPI 1 Soo.z. I1./CD • DUR. FAC. 1. 15 FROM BB Sacramento,CA95$28 For more InformaTlon see this Jabs general notes page and mea,web sites: RenewsAISOl2017 SPACI NG 24.0" JREF- 1W1M7175Z08 ALPINE: yew al pi net tw.tom; TPI: wAw,tel not.erg; RICA: www.shot ntlustry.tom; ICC: www.iccsaPe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW Iot 5 Provi dance -- VERI FY VERI FY, OR - AG) Top chord 2x4 HF #1&Bet. :T1 2x4 DF-L 2400f-2.OE: The maximum horizontal reaction is 216# :T4 2x4 HF #2: Bot chord 2x4 DF-L #2 :B2 2x4 DF-L #1&Bet.: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :B3 2x4 HF #2: anywhere in roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 DL=3.0 psf. :W1, W3, W10, W12 2x4 HF Std/Stud: :W6 2x4 DF-L 2400f-2.OE: :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' (a) Continuous lateral restraint equally spaced on member. Special Ioads Deflection meets L/360 live and L/240 total load. Creep increase (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) factor for dead I oad i s 2.00. TC- From 72 p fat -2.39 to 72 p f at 1.50 TC- From 297 p fat 1.50 to 212 p f at 11.50 WARNING: Furnish a copy of this DWG to the installation contractor. TC- From 72 p fat 11.50 to 72 p f at 24.00 Speci al care must be taken during handling, shipping and i nstal I ati on TC- From 72 p f at 24.00 to 72 p f at 48.00 of trusses. See "WARNI NG" note bel ow. BC- From 4 p fat -2.39 to 4 p f at 0.00 BC- From 14 p fat 0.00 to 14 p f at 48.00 Wind loads and reactions based on MWFRS with additional C&C member desi gn. 5X7= 4X8' 4X8%': T 11031;(5'* 3X5 6 � ' 4X8 4X8 1.5X4 iii 3X5 Ca) \***8- 12-4-3 3X10(C5) 2X4�� a)W6 W3 ...,_.<0 W1` .. 9-0-0 1 3X5(C5) 5X5= 6X6= B24X�= 5X7= B3 3X5= 3X5(A1) 3X5= 2-4-11c 23-2-0 J 24-10-0 Ie 6-0-0 _I_ 6-0-0 I_ 6-0-0 L. 6-0-0 .�. 6-0-0 ...L. 6-0-0 ...L. 6-0-0 6-0-0 I_ 7-9-9 -r 8-2-9 _ 7-4-9 11_2 I8 7-4-9 -I- 8-2-9 -I- 7_9_9 L- 24-0-0 24-0-0 J I 48-0-0 Over 3 Supports R=2005 U=53 W=5.5" R=3670 U=57 W=5.5" R=501 U=189 W=5.5" RL=206/-216 Design Cri t: I BC2015/TPI -2014(STD) • PR•p PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0 A i - FS,- OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 w'IIIARNI NM"READ AND Fawn'ALL NOTES ON THIS 1 PM5 G INF >(� 825N4th Ave,Cornelius OR.97113 --1.'ORTNITww FURNISH THIS DRAM ND To ALL CONTRACTORS INCwU,DING THE INSTALLERS. r1 Cl`� Z TC LL 25.0 PSF REF R7175- 57475_ Trusses req"Ire extreme care I n fabri Ceti ng, handl I ng, shi pp1 ng, I nstal 1 I ng and bracing. Refer to and fell ow 19575 v TC DL 10.0 PSF DATE 06/13/17 the latest edCS l ti on of B ! (But l di ng Component Safety Information, by TPI and WTCA) for safety practices prior to perform)ng these functions. I total I ars shall provide temporary bract ng per BCSI. Unless noted otherwl se, ' 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / BC DL 7.0 PSF rigid cel I I ng. t.ocatl ons shown for permanent lateral restraint of webs shat I have bract ng Instal I ed per B st /- DRW CAUSR7175 17164048 antl ons 83, B7 or 010, as appl I cable. Apply platesto each face of truss and post ti on as shown above and on f=if1 0) ^ 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate pesitions. of 13/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH Imo-J ' V Alpine, a division of 1TW Building Components Group Inc. shati not be responsibla for any deviation from this drawing, any failure to Dui Id the truss In conformance with ANSI/TPI 1, or for handl I ng, shipping, n OREGON AN ITW COMPANY Installation 5 bracing of trusses. _" „ a. *4 TOT. LD. 42.0 PSF SEAN- 118981 . A seal Be thl s drew no or pe1Nr page I I stl no thl•dramnp I ndi cote acceptance of profess)ons1 apt neer) O 0 reasons!bll I ty solely for the deal on shown. The out tebl lIty and use of thl s drew ng for any structure Isnghe ''��'19 8351 Rovana Circle respond 01 I I ty of the eel I dl no Deal finer per ANSI�I 1 sae.2. "-OLD W W.N� DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web Si tes: SPACI NG 24.0" J REF- 1 W1 M7175Z08 ALPI NE: www,al pi net tw.corn; TPI: www.tpl not.org; WTCA: www.sbci ndustry.comm ICC: www.1 ccsafe.org Renews 6/30/2017 _ THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providance -- VERIFY VERIFY, OR - AGA) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #1&Bet. : 120 mph wind, 15.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W3 2x4 HF Std/Stud: DL=3.0 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Right end vertical not exposed to wind pressure. Speci al I oads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) (a) Conti nuous lateral restraint equally spaced on member. TC- From 72 p fat 0.00 to 72 p fat 1.50 TC- From 297 p fat 1.50 to 212 p fat 11.50 Deflection meets L/360 live and L/240 total load. Creep increase TC- From 72 p fat 11.50 to 72 p fat 23.63 factor for dead load is 2.00. TC- From 72 p f at 24.00 to 72 p f at 48.00 BC- From 4 p f at -2.39 to 4 p f at 0.00 BC- From 14 p fat 0.00 to 14 p fat 23.63 Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. 2X401 T 4X8 1 3X52 i 4X8 12-1-15 2X46KA 3X5ii- \IIIL ro-rag, :: 9-0-0 2X4(C5) = 5X5= 6X6= 3X5(R) Ill 6X8(C5) 6-0-0 6-0-0 6-0-0 5-5-12 1"12 7-9-9 _� 8-2-9 _I_ 7-7-5 I< 23-7-8 Over 2 Supports R=2403 U=58 W=5.5" R=1549 U=64 W=5.5" RL=197/-43 Desi gn Crit: I BC2015/TPI -2014(STD) W PR. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '+ i •FESS OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss N 4th nAentCo Oregon eaos O(503)357-2118 03)57`118 ••WARN!NG!••READ AND FOLLOWALL NOTES ON THIS DRAWING! Ory �G IN FFA �0 TC LL 25.0 PSF REF R7175— 57476 82 •'!!PORTANT•• FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS. Treses • regal re extreme care 1 n fabri cat!ng, handl I ng, shl ppl ng, I nstal 1 I ng and bracing. Refer to and fel I Ott 19575 v TC DL 10.0 PSF DATE 06/13/17 the latest edltl on of SCSI (Building Component Safety I nformatl on, by TPI and WTCA)for safety practices prl or to performing these functions. I nstal I ors shat I provide temporary bracing per SCSI. Unless noted otherwl se, r T top chord shat I have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d cel I I ng. Locati ons shown for permanent I ateral restraint of webs Shell have bract ng I nstal I ed per SCSI /� �� BC DL 7.0 PSF DRW CAUSR7175 17164049 ectl ons Ru, B]or 510, as applicable. Apply plates to each face of truss and post tl on as shown above and o the Joint Details, unless noted atherwl se. Refer to drawl ngs,baA-2 for standard plote post tl ons. An o- I r� O. tEGON BC LL 0.0 PSF CA-ENG BFR/GWH A I' M I V I Alpine, a di vi of 1bu toll ding us ComponentsGroupfirman Inc. shall not be responslbla for any dod eel on from this OREGON drawing, any fad are to butru the truss in conformance with ANSI PI ,, or far handling. shipping. TOT. LD. 42.0 PSF SEAN- 118986 AN ITW COMPANY I nstal I anion&brad ng of trusses. . Awl on MIs solely ng or ewer page n stl no this drawing, I ndi uta acceptance of profwl onel engineering "en.20,199 respond bill ty solely for the deem shown. The Sul t.en l ty and use of thl s drawing for any structure Is the R s� OUR. FAC. 1. 15 FROM BB 8351 ROvaoa Circle rsspoeai bl I I ty of the Bul l dl ng Designer per ANSI/791 t sac.2. "0`D w,C�� Sacramento,CA 95828 For more I nformatl on see this)ob's general notes page end these web Si tes: SPACI NG 24.0" J RE F- 1 W1 M7175Z08 ALPI NE: www.al pi net tw.can; WI: www.tpi nst.org: WTCA: waw.sbcl ndustry.Com; ICC: www.1 ccsafe.org Renews&3012077 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providence -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 Negative reacti on(s) of -186# MAX. (See below) from a non-wi nd I oad Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF #2 :W1, W10, W11, W12 2x4 HF Std/Stud: :W5 2x4 DF-L 2400f-2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC (a) Conti nuous I ateral restrai nt equal I y spaced on member. DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor WARNING: Furnish a copy of this DWG to the installation contractor. for dead Ioad i s 2.00. Speci al care must be taken duri ng handling, shi ppi ng and installation of trusses. See "WARNING" note below. Shim alI supports to solid bearing. ri 5X7 .-...,... 4X80 1.5X4 III l.--- l.. p _ _ 4X8, T 1 ,11a,„„.„ 6 � � 6 12-4-3 1. 5X4 W10� W11 W12 ,,, 3.5 5X7\\\�� . ; 1.5X4 111 9-0-0 1 4X8= 6X:= 5X7- 3.5 3/ A1) = 3X5(A1) 2-4-111`6-0 —< 19-4-0 >� 28-8-0 6-5-11 6-5-11 6-7-7 4-5-4 6-0-0 6-6-4 5-5-12 6-0-0 9-8-0 9-10-12 5-11-4 4-6-0 6-6-4 5-5-12 6-0-0 24-0-024-0-0 25-6-0 11-0-4 T 11-5-12 48-0-0 Over 3 Supports R=422/-186 U=65 W=5.5" R=787 U=20 W=5.5" RL=221/-225 R=3459 U=11 W=5.5" Note: Al I PI ates Are 3X5 Except As Shown. Desi gn Cri t: I BC2015/TPI -2014 PLT TYP. Wave FT/RT 2%(0%)/4(0 ) D) 16.01. to ,�Ep. ' - t9,,0 OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI ww READ MD FOLLOW ALL NOTES GN THIS DRANINGI U� 1kG1 rle '% TC LL 25.0 PSF REF R7175- 57477 825 N 4th Ave,Cornelius OR 97113 '`I IpDRTANree FURNISH TMI S DRAPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /Q Trusses requl re extreme care 1 n fabri Ceti ng, handl I ng, shl ppl ng, install I ng and brad ng. Refer to and fol l ow 19575 y the I atest edition of SCSI (Building Component Safety information, by TPI and'TCA)for safety practices prior . %r TC DL 1 0.0 PSF DATE 06/13/17 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 rl gid cel 1 I ng. Locations shown for permanent I sterol restraint of webs shat I have brad ng Installed per BCSI /-'�/ BC DL 7.0 PSF DRW CAUSR7175 17164050 All Pi thetions in 6D, a]or, B10, s noted other. e. y plates to wing face of truss and rdsi pi on paso shown above and on13/2017 ' 1 the Joint octan s, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. I. BC LL 0.0 PSF CA-ENG BFR/GWH L� Alpine, a division of ITN Rul l ding Components Group Inc. shall not be responsible for any devl ate on from this OREGON drawl ng, any fell urs to build the truss In conformance with ANSI/1P1 1, or far handl Ing, shipping, 0 A TOT. LD. 42.O PSF SEQN- 118989 AN ITW COM0 I.1Y install anion A bracing of trusses. acceptance 9 va0 20,19� ` Arb I si 01 I I ty drawl o�ng Gfor the peps slham.rq The saltab'tlpi ty���of the s drawl drawing for structure I sNthe 8351 Rovana Circle repo""el I I�'of the BUI I di ng Dee!Geer per ANS'�I t Sec.2. L D W. DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this Job's general notes page and these web si tes: SPACING 24.0" JREF- 1 W1 M7175Z08 ALPINE: wawal pineetw.can; TPI: wwe tpi nst.org; RICA: www.sbci ndustry.cot; ICC: www.i ccsafe.org Renews 6/3012017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW Iot 5 Provi dance -- VERIFY VERI FY, OR - BG) Top chord 2x4 HF #2 Ti: 2x4 DF-L 2400f-2.OE: Negative reactions) of -278# MAX. (See below) from a non-wind load :T2 2x4 DF-L #1&Bet.: case requires uplift connection. Bot chord 2x4 HF #2 :B2 2x4 DF-L #1&Bet.: Webs 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :W1, W2, W3, W12, W13, W14 2x4 HF Std/Stud: :W7 2x6 DF-L 2400f-2.OE: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=3.0 psf. Speci al I oads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) (a) Continuous lateral restraint equally spaced on member. TC- From 72 p fat -2.39 to 72 p f at 1.50 TC- From 297 p fat 1.50 to 212 p f at 11.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 72 p f at 11.50 to 72 p f at 24.00 Ioad applied per IBC-15 section 1607. TC- From 72 p fat 24.00 to 72 p fat 49.50 BC- From 4 p fat -2.39 to 4 p f at 0.00 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 14 p fat 0.00 to 14 p f at 25.50 factor for dead load is 2.00. BC- From 15 p fat 25.50 to 15 p f at 36.52 BC- From 15 p f at 36.52 to 15 p f at 48.00 WARNING: Furnish a copy of this DWG to the installation contractor. BC- From 4 p f at 48.00 to 4 p f at 49.50 Sped al care must be taken duri ng handl i ng, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. Wind loads and reactions based on MWFRS with additional C&C member design. Shim all supports to solid bearing. 5X7= H0508% 1.5X4 III 3X5 4X8-* T T2 b 5X5 6 r Ipp, 3X5 3X5 le T1 • ' 3X5 12-4-3 1. 5X4 III •i� 14 W1 / W7 \�`� �: W2 �_ .. , 5X7= 3.5�... 9-0-0 1 3X5 4X5(R) III 4X8= B2 5X7= 1. 5X4111 4X5(A2) = 4X12= 3X5(A1) 3X5= 2-4-111-6-0 .. - c 19-4-0 >� 28-8-0 - - 1-6-0 4-11-11 6-5-11 6-7-7 4-5-4 6-0-0 6-6-4 5-5-12 6-0-0 -6-0 8-2-0 9-10-12 5-11-4 4-6-0 6-6-4 5-5-12 6-0-0 24-0-0 _1.... _ 24-0-0 25-6-0 I 11-0-4 _I_ 11-5-12 48-0-0 Over 3 Supports R=1255/-278 U=87 W=5.5" R=4391 U=56 W=5.5" R=701 U=22 W=5.5" RL=221/-225 Design Cri t: I BC2015/TPI-2014(STD) .0 PROF�c PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.°1. .A 6.`iS> OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 ""WARM NM w"READ MD FOLLOW M.I.NOTES ON THIS DRAM NW G 825N 4th Ave,Cornelius O 97113 ••11PORTANr•• OMNI CH THIS BRAMNG TO Au CONTRACTORS INCLUDI ND THE I NSTALLER&. 19575 �� �y, TC LL 25.0 PSF REF R7175- 57478 Trusses require extreme care in fabricating, handling. shipping, Installing and bracing, Refer to and follow TC DL 10.0 PSF DATE 06/13/17 the latest edi t on of SCSI (Buil dl ng Component Safety Informed on, by TPI and aTCA)for safety practl ces pro or %r to perform'ng these funct Ions, Installers shall provide temporary bract ng per SCSI. Unless noted otherwl se, allIW top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel 1 I ng. Locati ons shown for permanent I ateral restraint of webs shall have bracing I nstal I ed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17164051 A��� sect'ons B3, 87 or Boo, as oappl ted aab'e. Apply pl ates to each of truss and post ti to as shown above and on 0. 13/20 7 thle pJol nt Detaii lis, unless noted cab'e.l se. Refer es dra I face of for standapo late ITl ons. d w shep pos BC LL 0.0 PSF CA-ENG BFR/GWH I drawl ng, a any falIon of Ibu Idth ng Components Group Inc. shall not ba responsible for any deviation Prom this OREGON drawl ng, fol I are to but I d the truss I n conformance wl Th ANSI/TPI 1, or for handl 1 ng, shi ppi ng, AN ITW COMPANY I natal I ati on&bract ng of trusses. 9�won.20,19e0 0_Q` TOT. LD. 42.0 PSF SEQN- 118995 Al ono'nearing res5polns DI I l By eell'el yDor cover fee the deal phi I sham. TTheRsul teAl I drawing,ty�and use of ttd s drawl o�R�structure I s tile O N 8351 Rovana Circle meowed 01 l l ty of the Bw l dl ng Deal goer per ANSI/11,1 1 Seo.2. D OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more l nformati on see this J ob.s general notes page and these web si tea: Renews&301201 T SPACI NG 24.D" J REF- 1 W1 M7175 Z08 ALPI NE: www.al pi nal tw.con; TPI: www.Tp1 nst.org; RICA: www.sbcl ndustry.con: ICC: www.I ccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providence -- VERIFY VERIFY, OR - BGA) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W5, W6 2x4 HF #2: DL=3.0 psf. Special I oads Right end verti cal not exposed to wi nd pressure. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 plf at -2.39 to 72 plf at 1.50 (a) Continuous lateral restraint equally spaced on member. TC- From 297 plf at 1.50 to 212 plf at 11.50 TC- From 72 plf at 11.50 to 72 plf at 19.71 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 4 plf at -2.39 to 4 plf at 0.00 load applied per IBC-15 section 1607. BC- From 14 plf at 0.00 to 14 plf at 25.50 Wind I oads and reacti ons based on MWFRS wi th additional C&C member 2X4 III desi gn. T Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. H0308-0 T2 5X5% ,w W6 (a) 10-2-7 6 l— 8 3X5 (a) 1. 5X4 HI AilN- ■■ 9-0-0 i 4X5(R) III 3X5= 4X5(R) II 3X10(63) 3X5--- L2-4-113.1 X5=L2-4-113.1 --6-• 4-11-11 6-5-11 6-7-7 1 12 '-6-it 8-2-0 10-0-8 k 19-9-8 Over 2 Supports R=2322 U=58 W=5.5" R=1389 U=50 W=5.5" RL=182/-58 (4.5" Effective Contact) Design Cri t: I BC2015/TPI -2014(STD) ,EO PROFESS OR/-/1/-/-/R/- Scale =. 25"/Ft. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 11•,. Truss Components of Oregon (503)357-2118 "RIARNINGI"READ NIDFOUAWALL NOTESONTHIS ORA■INGI G` • REF R7175- 57479 825 N 4th Ave,Cornelius O97113 "IMPORTANT.. FURNISH This meewiNG To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 �� O� TC LL 25.0 PSF Trusses requl re extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fen ow TC DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI (Bull ding Component Safety I nformatl on, by TPI and WTCA)for safety practices prior %/ to perform)ng these functl ons. Installers shall provl de temporary bract ng per BCSI. Unless toted otherwl se, Top chord shall have properly attached structural sheathing and bottom chord shat I have a properly attached iiiilihR rl gi d cel 11 ng. Locatl ons shown for permanent I ateral restral nt of webs shal I have bract ng I nstal I ed per SCSI drAit' -' BC DL 7.0 PSF DRW CAUSR7175 17164052 All PEI N hetiens 83, ai S, 810, as eted cab! e. y plates to eachiface-Z truss and post a on as shown above and on13 20 ' The Joint Details, unless noted otherwise. Refer to ngs I not for standard plate de ons. BC LL 0.0 PSF CA-ENG BFR/GWH Al pi ne, a yl vl sloe of 1111 Bel!di ng Components Group 1 Inc.nc. shai I not be rospensl bl e for any deviation from this OREGON drawl ng, any Pal lure To build the truss in conformance fwith ANSI/TPI 1, or for handl I ng, shi ppi ng, AN ITW COMPANY Intall at I on&bred ng of trusses. kCp .y 'f•,,,20,19P a0 TOT. LD. 42.0 PSF SEAN- 118999 Aresp es Dl l lttsol ety U for til,design 1.1=75 tiessual twill 11fp y eM use df tM I ts drrawt ng fmrssaryr trstur!I a tthe o 8351 Rovaea Circle respooslbl I1ty of the Bal Idi ng Desi peer par ANSI API t Sec.2. Co W•• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this Job s general notes page and these web Sites: Renews 6130/2017 SPACI NG 24.0" JREF- 1 W1 M7175Z08 ALPI NE: www.al pi nei tw.can: TN: mom tpl nst.org; WTCA: www,sbcindustry.coin; ICC: www.l ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW lot 5 Provi dance -- VERI FY VERI FY, OR - B1) Top chord 2x4 HF #2 :T4 2x4 DF-L 2400f-2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE :B1 2x4 DF-L #2: :B2 2x4 HF #2: anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W11, W12 2x4 HF Std/Stud: DL=3.0 psf. :W9 2x4 DF-L 2400f-2.OE: :Rt Slider 2x4 HF #2: BLOCK LENGTH = 3.208' Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Cal cul ated hori zontal deflection i s 0.41" due to Iive I oad and 0.30" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease applied per IBC-15 section 1607. factor for dead load is 2.00. Cal cul ated verti cal defl ecti on i s 0.76" due to Iive I oad and 1.11" due WARNI NG: Furni sh a copy of this DWG to the i nstal I ati on contractor. to dead load at X = 36-6-4. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X7 3X7 o 1. 5X4 III :`(R) /�� 4X8.* , 6 3X5 8�`8X10.* 1. 5X4* ��111i4111:5,.................3X5-7„._ 12-4-3 �_w1 wJ 3.53•\M ' �H0619(F6)W12 - - • :.4111100 H10199 0 0 t 4X8(B3) = B1 3X5= H0308= B2 5X7= 4X12 1. 5X4 Ill • 6X8-- 3X5(F6) rsz 1-6-0 Fc 6-5-9118-0 6-=5I--1 1 9 10-12-7 -45-11-4 _Ib-40--60-0+ 6-6-4 + 5-5-12 v 6-0-0 24-0-0 24-0-0 25-6-0 11-0-4 11-5-12 •c 48-0-0 Over 2 Supports a R=2066 U=21 R=2208 U=25 W=5.5" RL=207/-201 Design Crit: I BC2015/TPI -2014(STD) Eo PROS ., PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 04 t 6 N• SSN, OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 ""WARNINGI""afro AND FOLLOW ALL NOTES ON THIS DRAM NM (g Vt �lc� O.f� TC LL 25.0 PSF REF R7175- 57480 825 N 4th Ave,Cornelius OR 97113 "01 T T"" FURNISH THIS DRAIN N6 TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care In fabricating, handl ing, shipping, installing and bracing. Refer to and follow9 the latest edition of SCSI (Bull ding Component Safety Informat I on, by TPI and WTCA)for safety practices prl or . t TC DL 10.0 PSF DATE 06/13/17 to perform]ng these functi ons. Installers shat I provi de temporary bracing per BCS1. Unless noted otherwl se, AP _ top chord shat I have properly attached structural sheath)ng and bottom chord shall have a properly attached / rigid cel I I ng. Locati ons shown for permanent lateral restraint of webs Shall have braci ng installed per SCSI �- BC DL 7.0 PSF DRW CAUSR7175 17164053 F-11 ectl ons 63, B7 or B,o, as applicable. Apply plates to each face of truss and post ti on as shown above and o 0. 13/20 7 A- �� iho Joint Details, unless rated Otho wise. Refer to drawings,aoA-2 for Standard plate poaltlons BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a tliviSion of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON J drawl ng, any fell are to but 1 d the truss 1 n conformance wl th ANSI/TPI 1, or for handling, shi peal ng, Q• TOT. LD. 42.0 PSF SEON- 119018 AN ITW COMPANY I notal l at on&bract ng of trusses 1,64 aN su,age0 . A seal on till s drew ng or owner pogo 1 I stl ng til•drawl no, 1 ndl estes soesptsncs of professional en51 nest]NI reaponsl bl I I ty sol N y for the deal on shown. The Sul tebi I 1 ty end use of till s drew ng for any structure I s the -10 0 W, OUR. FAC. 1. 15 FROM BB 8351 Rovona Circle reaponfl CI I I ty of the Rd i dl ng Designer per ANSI Real 1 Sec.2. Sacramento,CA 95828 Fora more informations we,tpi Job•s general notes sbvl page and .cawhese web sites: Renews 61301201 7 SPACI NG 24.0" JREF- 1W1M7175Z08 ALPINE: Ipl nal tw.cm TPI:a ,teal nst. RICA: bcl ndustry. ICC: www.iccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Biggi OW Iot 5 Provi dance -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 :T3 2x4 DF-L #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L 2400f-2.OE: anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet. : DL=3.0 psf. :B3 2x4 DF-L #2: :B4 2x4 DF-L 2400f-2.OE: Webs 2x4 HF #2 :W1, W10, W11 2x4 HF Std/Stud: Wind Ioads and reactions based on MWFRS with additional C&C member :W9 2x4 DF-L #2: design. :Rt SI i der 2x4 HF #2: BLOCK LENGTH = 3.208' Cal cul ated hors zontal deflection i s 0.35" due to I i ve I oad and 0.25" (a) Continuous lateral restraint equally spaced on member. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. Cal cul ated verti cal defl ecti on i s 0.66" due to I i ve I oad and 0.96" due WARNING: Furnish a copy of this DWG to the i nstal I ati on contractor. to dead I oad at X = 39-0-0. Specs al care must be taken duri ng handling, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. 5X7 3X7 1.5X4 III T 1. 5X4 III 6 � "'"........‹(4111_, ,� � 6 H0714 3 X5 `�� 1. 5X4111 3X5 1.5X4 Q� T4 12-4-3 1.5X4= 1111 H0619(F6) 3.5 3' B�`.'"*...%. 4_9-0-0 1 4X12(B3) = 3X5= 4X8= 6X8=B2 5X1OE SS1012= 3X5(F6) Fz- 1-6-0 I., 6-5-9118 O L. 6-5-11 _I,..-10-6-7-7 +4-5-41 10613-12 �4 -3 8-6.4-5-4.4-1-1 9-0-0 0 ' 10-5,I 24-0-0 24-0-0 I 30-5-8 8-6-8 9-0-0 48-0-0 Over 2 Supports R=2065 U=21 R=2206 U=25 W=5.5" RL=207/-201 PLT TYP. 20 Gauge HS, 18 Gauge HS, Desi gn Cri t: I BC2015/TPI -2014(STD) E�PROpp Wave p1ARNIAIG1w•READNroFOLL01t�T/QRST=2R%(0IS O%)/4(0) 16.01. e` t� �• 1S OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-1118 •e,l ,. FURNISH THIS DRAWING To ALL caxrRnclplON a INCLUDING THE INSTALLERS. (g ‘44:3 �l F.Q 2 TC LL 25.0 PSF REF R7175— 57481 825 N 4th Ave,Cornelius OR 97113 Trusses i re extreme care I n fabri cat]n handl I 19575 9 — reda g Componentn, nI orlatIon, IysTPIlind WTCA) for etyeprat iCOS b I"" TC DL 10.0 PSF DATE 06/13/17 the latest ngl ti on of Bcti sull I s l Safetyde tempoiar, by TPI and WSCS Por lessr rices Ion %1 to perform!ng these functl ons. Installers shall prod th temporary bred ng per BCSI. Unless noted tse, _ top chord shall have properly attached structural ral re!ng and bottom chord shall have a properly attached / rigid cell 1 ng. Locatl ons shown for permanent I Sterol restraint of webs shall have brats ng Installed per SCSI �- BC DL 7.0 PSF DRW CAUSR7175 17164054 sent!ons B3, 07 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 01 13/20 17 - A 11_,L01] 1 L 01]^ I the Jdnt Dahlin, unless noted otherwise. Refer to drawings 160A-Z for standard plate peslthons. BC LL 0.0 PSF CA-ENG BFR/GWH I� I �l Alpine, a division of!TW Building Cdnponents Group Inc. shall not be responsible for any deviation from this 0 OREGON drawl ng, anyfai Iure to build the truss In conformance with ANSI 1, or an for handl ng, shippng, i AN ITW COMRWY Instal l ad on A bract ng of trusses. q '44 xu levo Q. TOT. LD. 42.0 PSF SEAN- 119014 A seal on this drawl ng or Rover page I I et'tag thl s OW nag, I nal Rate weepLana.of profanel anal angl neerl raprwpaasl bill ty sol el y for the deal pn shown. The sal teal I I ty and use of this drawl ng for eey structure I s the �°I.D W.N DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl m I I ty of the Bol I a ng peal gear per ANSI/WI 1 Sec.2. Sacramento,CA 95828 For more Informed on see this Job's general notes page and these web si tee: ALPI NE: www.al pi eel to.cern: TPI: maw.tpinet.erg; WTCA: maw.sbcindustry.cam: ICC: www.iccsafe.org Renews 613012017 SPACING 24.0" JREF- 1W1M7175Z08 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providance -- VERIFY VERIFY, OR - CGE) 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 i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=3.0 psf. :M12, M13, M14, M15, M16, M17, M18, M19, M20, M21, M22 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding toad design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" peri odi cal I y along top edge. DO NOT Provide I ateral wind bracing per I TWBCG wind bracing detai I s or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch i n overhang or heel panel. I ength tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% len th of web bracing requirements. member. Attach with 10d Box or Gun nails (0.128"x3",min.' e 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad Deflection meets L/360 Iive and L/240 total Ioad. Creep increase applied per IBC-15 section 1607, factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Speci al care must be taken during handling, shipping and i nstal I ati on of trusses. See "WARNING" note below. 5X7 M 7 M18 M16 i.iM19 T 15 M20 M13M1, M21 5X7 M1 I�1122 5X7 `/ w . ' 12-4-3 6 - a) a) a) a) a)! (a(a Ca a�ao(a 6 i i* iiiii/iiiif/i/Jiii/1///hill/ii)iiik/7)1/74// ///iii/.//ilii//I///Y/ii//hili///////7/iiix/Tr/ TITh//iii iikij/ii/iiii)/iil/i/4///I//I/I- ,10 9-0-0 3X5(A1) = 5X7.7E--: 5X7= 3X5(A1) =-=- 1-6-0 1-6-0 24-0-0 24-0-0 < 48-0-0 Over 2 Supports >{ R=128 PLF U=0 PLF W=30-2-0 R=125 PLF U=6 PLF W=17-10-0 RL=8/-7 PLF Note: Al I Plates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. !,.SS's . ci9 OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-n18 a*WARNI NGI.w READ aro FOLLOW ALL NOTES ON TM s DRAW,NGI GJ G I N E S/O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IIFORTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 V F41 Z REF R7175- 57482 Trusses redul re extreme care I n fabrl cat,ng, handl I ng, shi ppl ng, 1 nstal l I ng and bract ng. Refer to and fol I ow 19575TC DL 10.0 PSF DATE 06/13/17 m) the latest edit,on of SCSI (Sul l ding Component Safety Informatl on, by TPI and MICA)for safety practices prior �� to perforng these funct Ions. Install ars shall prowl de temporary brad ng per SCSI. Unless noted otherwl se, t - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached „� BC DL 7.0 PSF DRW CAUSR7175 17164055 rigid cel l l ng. Locatl ons shown for permanent I ateral restraint of webs shall have brad ng installed per BCSI /� sectl ons B3, B7 or B10, as applicable. Apply plates to each face of truss and post 01 on as shown above and on ' It,the Joint Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate posions. �IL���N I Al pi ne, a di vi sl on of I TW Buil ding Components Group Inc. shall not be respensi bl a for any devi ati on from this 0, 13/2017 BC LL 0.0 PSF CA-ENG BFR/GWH J drawl ng, any failure to build the truss In conformance with ANSI ITPI 1, or for handl Ing, shipping, OREGON AN ITW COMPANY Installation&bracing of trusses. 1q acceptance ng m J TOT. LD. 42.0 PSF SEQN- 119022 . Are ponsi on till i ty drawl r l mg or Caviar ggn page slhsbtwlng n. tillTsal tel I I tri use 0f this rYW droving Rany structure I s the fin•20.199 8351 Rovana Circle roapoenl bl I 1 ty of file Dui 101 ng Octel goer'per ANSI Ma , .:. AP0 L D w.N" DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1M7175ZO8 ALPI NE: mat.al pl eel Ow.con: TPI: waw.tpl nst.erg: MICA: waw.sbci ndustry.coo; ICC: www.I ccsafe.org Renrw.gJLAOf2iIt7 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providance -- VERIFY VERIFY, OR - DGE) 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: DL=3.0 psf. :W2, W3 2x4 HF #2: Wind I oads and reacti ons based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requi rements. Provi de I ateral wi nd bract ng per I TWBCG wi nd brad!ng detai I s or per Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor engi neer of record. 2X3 studs requi re rei nforcement at 70% of the for dead Ioad is 2.00. length tabulated for 2X4 studs of the same grade. Truss designed to support 1-0-0 top chord outlooker span and Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive cladding Ioad not to exceed 5 PSF one face, and 24" span load applied per IBC-15 section 1607. opposite face. Top chord may be notched 1.5" deep X 3,5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 6X8(R) III :( )i 11 s ! 8-11-5 0 10 4411 7 10 /1::: , 3X5= �� 3X5= :E:1141\ - --9'0-0 3X5= 4X5(61) = 4X5(B1) (1-6-t)' 11-6-d Fc 5-3-7 6-6-5 ....L. .I,4-11-9 7-5-6 4-11-9 6-6-5-53-7 R=1381 U=19 W=3.5" R=1381 U=19 W=3.5" �l' RL=212/-212 10-3-0 10-3-0 20-6-0 Over 2 Supports Note: Al I PI ates Are 1.5X4 Except As Shown. op PROF Design Cri t: I BC2015/TPI -2014(STD) F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. If 6 j, Ssi7 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ""WARNINGI""READ ANOFOLLOW ALL NOTES ONTHIS DRONING! C?� F4. 'Z TC LL 25.0 PSF REF R7175- 57483 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH TNI s DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 '9 Trusses regui re extreme care I n fabrl cat!ng, handling, shi pp'ng, I nstal l i ng and bradng. Refer to and fol l ow TC DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI (Hull ding Component Safety I nformatl on, by TPI and RICA)for safety practices prl or I %1 to perform'ng these functions. Installers shall prowl de temporary bracing per BCS1. Unless noted otherwl se, Aiiiihk top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl Ed d cel I I ng. Locatl ons shown for permanent 1 afetal restrai of of webs shat 1 have brad ng I nstal I ed per SCSI BC DL 7.0 PSF DRW CAUSR7175 17164056 T. actions B3, B7 or B1O, as appl I cab! Apply plates to each face of truss and positi on as shown above and on 0. 13/2017 the Joint Details, unless noted otherwl se. Refer to drawl ngs 160A-2 for standard plate positions. A�Lo�O N '� 0 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a di fall on of ITR Sul ldl ng Components Group Inc. shall not be ror for hal eandling, for any deo'ata on from this AN ITW COMRNNY 1 nstal I ati on&drawl ng, any ab aci ng of°truss s.truss I conformance lwlgth ANSI/TPI 1K,fAorp for handl i ng, shl ppl ng,p lib "en.20,190 Q` TOT. LD. 42.0 PSF HON- 119039 'rrge�pmns on I I ty drawl pf el no gfor thetcover shown.no T e Sal tabs I I ty�Mcotes uussee of this•nces drrwtd ng foroany structure 16BZIe -O!0 W W.�� - 8351Rova>laCircle rweponsl°ill ty of the Bul I ding Deal finer per ANSI'TPI T See.2. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more l nformati on see this J oh•s general notes page and these web sl tes: Renews 813 01 201 7 SPACI NG 24.0" JREF- 1W1 M7175Z08 ALPI NE: waw.al pi net tw.can; TPI: www.tpi nst.org; VTCA: www.sbclndustry.con; ICC: www.l ccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providence -- VERIFY VERIFY, OR - D) 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 i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind I oads and reacti ons based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 4X5 ii , 1. 5X4\\\ 1.5X4 N/ p 8-11-5 10 7 10 r.:_ .— — ►� 9-0-0 3X5= 3X5= 3X5=- 3X5(B1) X5=3X5(B1) = 3X5(B1) 11-6-d 11-6-0 lac 5-3-7 6-6-5 4-11-9 t_ 7-5-6 4-11-9 J_ 5-3-7 '�I-I6-6-5 L- 10-3-0 .j_ 10-3-0 J H.: 20-6-0 Over 2 Supports >+ R=1045 W=3.5" R=1045 W=3.5" RL=188/-188 O PLT TYP. Wave Design Cri t: I BC2015/TPI -2014 T/RT 2%(0%)/4(0) D) 16.01. 60 6 PR fp, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (S03)357-2118 **WARNINGI w• READ AND FOLLOW nu xorEs OR Tins DRAWING! e -4, 1. TC LL 25.0 PSF REF R7175- 57484 825 N 4th Ave,Cornelius OR 97113 ••11FORTANr•• FURNISH THIS WANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 7r , Trusses require extreme care In fabricating, handling, shi ppi ng, Installing and bracing. Refer to and follow the I atest edition of BCSI (Bud I ding Component Safety I nformati on, by TPI and WTCA) for safety practl ces prior // TC DL 1 0.0 PSF DATE 06/13/17 to performing these functions. Intel l ers shall provide temporary bracing per SCSI. Unless noted therwl se, / top chord shall have properly attached structural sheaths ng and bottom chord shall have a properly attached40 rigid cei I I ng. Locati ens shown for permanent I sterol restraint of webs shat I have bract ng Instal 1 ed per BCSI �I we BC DL 7.0 PSF DRW CAUSR7175 17164057 acts ons B3, 87 or 010, as appl 1 cabl e. Apply pl ates to each face of truss and posi ti on as shown above and on 0. 13/201 TI. ' the Joint Details, uni ess noted otherwl se. Refer to drawings 160A-2 for standard plate post tl ons. ,4 o��N OREGON BC LL 0.0 PSF CA-ENG BFR/GWH J Al pi ne, a dl vi sl on of 1 TW Bul 1 dl ng Components Group Inc. shat I not be response bl a for any tlevi ati on from thi s drawing, any fol l ure to bus I the truss In conformance with ANSI/11.1 1, or for handl I ng, shipping, w� AN ITW COMPANY I nstal l ati on&bract ng of trusses. ng, weep mg! ng 7,6"''n,20,i94b_.(P TOT. LD. 42.0 PSF SEQN- 119033 Are.pe s bill ty drawl o a yRor cover pew for the dealI I stl ng till howl. TTMsareal wl Lobi I I ty and use of th s drawl ng for any structure I s the O 8351 Rovana Circle reaponsl bill ty of the Bullet ng Deal gear per ANSI/IPI 1 See.2. O DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informatl on see this Job's general notes page and these web sites: Renews 613082017 SPACING 24.0" JREF- 1W1M7175Z08 ALPI NE: www.al pi nel tw.com; TPI: wwwtpl nst.org; RICA: www.sbcl ndustry.con,: ICC: www.I ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW Iot 5 Provi dance -- VERIFY VERI FY, OR - D1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. *** DO NOT TURN TRUSS END-FOR-END *** 4X5= ii 1. 5X41\\ 1. 5X4/// \ , 8-11-5 10 7 10 II .11 9-0-0 3X5= 3X5= 3X5= 3X5(B1) 2X4(B1) 11-6-0L*--6-0-0 14-6-0 '1-6-0 I` L 5-3-7 6-6-5 4-11-9 7-5-_ -b 4-11-9 _I_ 6-6-5 5-3-7 � 10-3-0 10-3-0 [c 20-6-0 Over 3 Supports R=600 W=3.5" R=853 W=5.5" RL=188/-188 R=637 W=5.5" Desi gn Cri t: I BC2015/TPI -2014(STD) • PR•F 3 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 04 F OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 GINE' ,O TC LL 2 5.0 PSF 825 N4 Ave,Cornelius OR 9713 "IIFONTA1Jr" HMI 91.1 null sDRAWINGTOACONTRACTORSINCWDINGTHEINSTALLERS. I�` F� y REF R7175- 57485 Trusses • requl re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19-75 7 TC DL 1 0.0 PSF DATE 06/13/17 the I atest edition of BCSI (building Component Safety I nformatl on, by TPI and WTCA) for safety practl ces prl or , to perform)ng these functions. Installers shall provide temporary brat)ng per SCSI. Unless noted otherwise,4116* 1 - top chord shall have properly attached structural sheathing and bottom chord anal I have a properly attached !Ai BC DL 7.0 PSF DRW CAUSR7175 17164058 r safcel l l ng. Locatl ons shown for permanent lateral arestrainteach of webs shall have bracing Installed per SCSI allill ‹F• A F1] het Join 83, el or, as oted cable. Apply pinto do face of for and position ass tam above and on � sections Joint Details, unless noted otherwise. Refer to tlrawings 160A-z fpr stanaara plate posit)ons. 0. 13/2017 BC LL 0.0 PSF CA-ENG BFR/GWH I Al pi ne, a al vision of l TS pun ai ng Components crap Inc. anal) not be Testae:)bit for any aevl ati on fret this OREGON drawl ng, any fat I are to bui I d the truss I n conformance wi th ANSI/TPI 1, or for handl Ing, shl ppi ng. TOT. LD. 42.0 PSF SEQN- 119031 AN ITW coMRNNY I nstel I et'on&bracing of trusses. icates acceptance. Aawl on this respo s bl l I ty so ell ygor for�the CesaN list! hown. this sul awlta0gl l tyamM use of thl s drawi np forsany al engineering I s the q V•n.Z0,Vie Q' 8351 Rvvasa Circle r•ponsl bill ty of the Bull ding Designer per ANSI/TP1 1 Sec.2. ROI.D W,N�' DU R. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this J ob.s general notes page and these web sl tes: SPACI NG 24.0" JREF- 1W1M7175Z08 ALPINE: www.al pi eel Tw.cpm; TPI: www.tpl est.org; WTCA: waw.sbci ndustry.cam: ICC: www.I ccsafe.org Renews513012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Bi ggi OW lot 5 Provi dance -- VERI FY VERI FY, OR - DIG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED 1 Bot chord 2x8 DF-L SS Webs 2x4 HF Std/Stud :W3, W7 2x4 HF #2: Nai I Schedul e:O.120"x3", mi n. nai I s :W5 2x4 HF #1&Bet. : Top Chord: 1 Row 012.00" o.c. :Rt Wedge 2x4 HF Std/Stud: Bot Chord: 3 Rows 0 3.00" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Special I oads Use equal spaci ng between rows and stagger nails (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) i n each row to avoid splitting. TC- From 76 pl f at 0.00 to 76 p1 f at 10.25 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to TC- From 76 plf at 10.25 to 76 pif at 20.50 grain required in area over bearings greater than 4" BC- From 7 plf at 0.00 to 7 plf at 20.50 BC- 2065.89 I b Conc. Load at 0.56, 2.56, 4.56 Brg bl ocks:0.120"x3", mi n. nai I s BC- 2064.70 I b Conc. Load at 6.56, 8.56,10.56,12.56 brg x-I oc #bl ocks I ength/bl k #nai 1 s/bl k wal I pl ate 14.56,16.56,18.56 1 0.000' 1 12" 17 Rigid Surface 2 20.042' 1 12" 4 Ri gi d Surface 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Brg block to be same size and species as chord. anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=3.O Refer to drawi ng CNNAI LSP1014 for more information. psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 6X8(R) III r�� 5X10�i 5X10 3X10fl�i Ai* '`A031;10�� 8-11-5 10 10 5X12(B10R) �� i 5X12(610R) ..4/1111M11111 .\_WEN Iiii 111 1111I. II1 \ 4_9-0-0 _L 3X12 III 1214.7-- 8X10(R) III 4X12(R) III 3X12 III R=11880 U=168 W=5.5" R=10473 U=155 W=5.5" FE-2-11-3-+--3-7-14 + 3-7-14 + 3-7-14 + 3-7-14 -2-11-3-3d L.- 10-3-0 _.L 10-3-0 J 1 20-6-0 Over 2 Supports Desi gn Cri t: I BC2015/TPI-2014(STD) • PR•R PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 04 ; - 'FSS OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-'_118 •'WARNINGI"READ AND FOLLOW AU.NOTES ON THIS DRAM1611 �GINe O1 TC LL 25.0 PSF REF R7175- 57486 825 N 4th Ave,Cornelius OR 97113 ••I I•OET TV* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui '0. - Trusses requi re extreme care In fabrl cati ng, handl I ng, shl ppl ng, I nstal I I ng and bract ng. Refer to and fol I ow 19575 '9 TC DL 10.0 PSF DATE 06/13/17 the latest edi ti on of SCSI (Bull ding Component Safety I nformatl on, by TPI and WTCA)for safety practices prior to perform)ng these Puncta ons. Installers shall pravl de temporary bract ng per BCSI. Unless noted otherwise, %f _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I I ng. Lacatl ons shown for permanent lateral restraint of webs shall have bract ng I entailed per SCSI '- BC DL 7.0 PSF DRW CAUSR7175 17164063 ,4 I�P1]N sect!oin 83, a]or, BIG, s oted cable. Apply plates to each face of truss and position as shown on above and on the Joint Details, wm eaa noted otherwise. Refer to drawings 160A-Z for standard plate positions. O. 13/2017 EG BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a divlslon of ITW Building Components Group inc. shall not be responsible for any deviation from this OREGON J 4 drawl ng, any failure to but I d the truss I n conformance at th ANSI/TPI 1, or for handl I ng, shipping. TOT. LD. 42.0 PSF SEQN- 119050 AN ITW COMPANY I nstal I atI on&brad ng of trusses. ng, acceptance Dnp eq APossesefl DI I l Ty solely for des sn thl s drawl rog or cover page lhwn.eti rig TThe sul lab!I ty�and use of thissdrawl ng for any structure I s the �R VON•20,19•� G, 8351 RovaeaCrcle reapertslbl IIty of the Sul I di ng Deal gear par ANSI/Tel 1 Sec.2. O`0 W W. N DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W1 M7175Z08 ALPI NE: www,al pi net tw.can; TN: www.tpl nst.erg: RICA: waw.sbcl ndustry.com; ICC: www.I ccsafe.org Renews 613012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providance -- VERIFY VERIFY, OR - EGE) 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 i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding Ioad 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" periodically 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 i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad i s 2.00. 4X5 6 6 W1 2-10-3 2X4(A1) = 2X4(A1) L-1-6-0-->1 1.<-1-6-0-- -1 5-0-0 + 5-0-0 5-0-0 _I_ 5-0-0 _1 10-0-0 Over 2 Supports R=721 U=150 W=5.5" R=721 U=150 W=5.5" RL=66/-66 Note: Al I PI ates Are 1. 5X4 Except As Shown. Design Crit: I BC2015/TP1 -2014(STD) W - -• F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. *Id • ®� • F OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components (503 357-2118 w`WARNINGI*•READ MD FOLIAW ALL MUTES ON THIS DRAWING! 5 GIN s/ REF R7175- 57487 po ••IIpORTANr•• FURNISH THIS DRAWING TO ALL wRrRSCT00s IxcwDING THE INSTALLERS. F OZ TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97 13 Trusses requi re extreme care I n fabri cat]ng, handl I ng, shl ppi ng, I nstal I I ng and brad ng. Refer to and Poi l ow F� the I atest edition of SCSI (Bull di ng Component Safety I nformatl on, by TPI and RICA)for safety practices prier 19676 7 TC DL 10.0 PSF DATE 06/13/17 to performing these functi ons. I nstal I ers shall provide temporary bracing per SCSI. Unless noted othenrl se, Si t 641160 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17164059 rigid cel l 1 ng. Locations shown for permanent I ateral restraint of webs shall have bracing installed per SCSIallik / t• ectl ons B3, 07 or 010, as appl l cab!e. Apply plates to each face of truss and posit!on as shown above and on f=1 1,O�EIN the Joint DetaiIs, unless noted otherwise. Refer to drawings 100A-Z for standard plate peritions.truss in conformance wl Oh ANSI/TPI 0. 13/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH r' I Al pi ne, a di vi si on of I 1W Building Components Group I nc. shall not be responsl bl a for any deviation from this drawing, any failure to build the1, or for handl Ing, hipping, OREGON AN ITW COMPANY Install at t on&bracing of trusses. n rotes scEsp 0 .I TOT. LD. 42.0 PSF SEQN- 119055 respons bl l l ty sol sl yger for he dealser peps I h*V rip hoo, TThe sullttab]11rl 1 ty�and use of thl drawl no fforuany structure Is hthe "R 5.4n.lo,190 8351 Roams Circle tnaporlslb"'ty of the Bulla ng Deal goer par ANSI/WI 1000.2. • v O/`D `' • Ili DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general rotes page and these web sites: • SPACI NG 24.0" JREF- 1W1M7175Z08 ALPI NE: wwy al pi nei tw.cm TPI: www.tpl nst.erg; WTCA: want.sbci ndustry.cora; ICC: www.I ccsafe.org Renown aAD.gntT THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providence -- VERIFY VERIFY, OR - E) 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 4X5= 6 6 2-10-3 i 0 iimi 4_9-0-0 1 1. 5X4 III 2X4(A1) .- 2X4(A1) -1-6-0-- Lf---1-6-0-->i FE 5-0-0 + 5-0-0 J. 5-0-0 J_ 5-0-0 ,J 10-0-0 Over 2 Supports R=591 U=8 W=5.5" R=591 U=8 W=5.5" RL=59/-59 Design Cri t: I BC2015/TPI -2014(STD) co. - - PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0,. ® •pF OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS CRAMNGI 825N 4th Ave,Cornelius OR 97113 ••IIPORTANT•• FGRNISNTNIS DRAWING TO ALL CONTRACTORS INCUJIDI NG THE I NSTALLERS. �,�� �GiNEF41-i TC LL 25.0 PSF REF R7175- 57488 Trusses require extreme care In febricponen handl yng, shipping, installing and'racing. Refer prac and f�low 19575 r TC DL 10.0 PSF DATE 06/13/17 the latest edition of SCSI Bull din Com t Sefet Information, by TPI and RICA for safetypractices for n to performing these functions. I nstal I ers shall provl de temporary bracing per SCSI. Unless noted otherwi seggililh , / top chord shall have properly attached structural sheath]ng and bottom chord shall have a proper)y attached / BC DL 7.O PSF DRW CAUSR7175 17164060 rigid cel 1 Ing. Locati ons shorn for permanent lateral restraint of webs shall have bracing installed per SCSI a. /' ect1ons 83, 07 or 810, as applicable. Apply plates to each face of truss and position as shown above and on n ,L=1 ^ I the,Dint DetelIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Ot 13/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH f=1(I ' �i Al pi ne, a dl vi sl on of 1 TW Bui 1 di ng Components Group Inc shall not be responsi bl a for any deviation from this drawl ng, any fall are to eel Id the truss In conformance vel th ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Installation&bracing of trusses. G� (.d TOT. LD. 42.0 PSF SEQN- 119052 A Real on till s drawl NJ or Cover paps I I stl till f drawl no, I nal eates aaeaptanca of profesel oval enol marl 'en.20,199 respond ill I I ty sol el y for the deal on shown. The sui tebl I ty and use of till s drawl no for any structure I snthe a� DU R. FAC. 1. 15 FROM BB 8351 Rovaoa Circle re,Pwnel bl I I ty of the Sul I dl ng(Peal par per ANSI/TPI I Sae.2, Ro L D W s,� Sacramento,CA 95828 For more I nfnrmati on see this lob's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1M7175Z08 ALPINE: wmr.al pi tel tw.can; TPI: www.tpi nst.org: WICA: www.sbci ndustry.con; ICC: may I ccsefe.org R AN'M17 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0617096--PARR LUMBER-HI LLSBORO -Biggi OW lot 5 Provi dance -- VERIFY VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 15.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding Ioad 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" periodically 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. engi neer of record. 2X3 studs requi re rei nforcement 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 Iive Ioad applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5'=-- pj ,0 1 .. 1-10-5 /Ai +15-0-0) = 2X4(B1) 1.5X4 III L-1-6-0-- 1 L-1-6-0--- 1_ 1-9-0 J, 1-9-0 J 3-6-0 Over Continuous Support I I R=185 PLF U=82 PLF W=3-6-0 RL=21/-21 PLF Design Cri t: I BC2015/TPI -2014 PLT TYP. Wave T/RT 2%(046)/4(0) D) 16.01. 0• ,�ED.- . `7S,,0 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NO".READ AND FOLLOW ALL NOTES aRTRIsDROWNNG1 � aG1NE�� ,y TC LL 25.0 PSF REF R7175— 57489 825 N 4th Ave,Cornelius OR 97113 ""II'0RrANf"" FURNISH THIS DRAWING To AU.CONTRACTORS INCLUDING THE INSTALLERS. - Trusses require extreme care In fabri call ng, handl l ng, sill ppl ng, install l ng and bracing. Refer to and Poi ow 19575 'y the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior �, TC DL 10.0 PSF DATE 06/13/17 to performing these functions. Installers shat I provide temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17164061 rigid cell Ing. Locations shown for permanent I ateral restraint of webs shall have bracing Installed per SCSI jl. / A 11 ,P0 theti01 ons n B3, B]or, unl as otecable. Apply pinto to each Pace of truss and p051ti on as shown on above and on � the Jol ntDesai I s, unlessnoted otherwl se. Refer to drawl ngs 160A-Z for standard pi ate posi tl ons. 0. 13/2017 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine a division of ITR Building Components Group Inx. shall not be responsible for any deviation from this OREGON drawing, any failure to bui Id the truss In conformance wl th ANSI/TPI 1, or for handl 1ng, shipping, AN 1TW COMPANY install atlon 5 bracing of trusses. acceptance 9 tee 20,1990 P TOT. LD. 42.0 PSF SEAN- 118967 rsspansl DI 1 I ty sol elyRor for t�ddesign egs I(shown. till T a suadrawl tabid tydani d use of thl ssddrrawi ng for any structure re I sathe 8351 Rayon Circle reapalai Oil I ty of the Bal I di no Deal gear per ANSI/TPI t Sec.2. Of.0 W. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1M7175ZO8 ALPI NE: waw.al pi tel tw.can; TN: www.tpi nst.org: WTCA: wow.sbci ndustry.cm ICC: www.I ccsafe.org Renews 6730/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0617096--PARR LUMBER-HILLSBORO -Biggi OW lot 5 Providance -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 15.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 4X5 10 li /m 1-10-5 10 U +15-0-0 J 1.5X4 III 2X4(61) = 2X4(61) L-1-6-0- LC—1-6-0--� --1-9-0 + 1-9-0—H I, 1-9-0 J 1-9-0 J F3-6-0 Over 2 Supports R=279 W=3.5" RL=65/-65 R=279 W=3.5" Desi gn Cri t: I BC2015/TPI -2014 k. PLT TYP. Wave T/RT 2%(0%)/4(0) D) 16.01. •• .���.'- "tSS,, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss ComponentsofOregon (503)357-2118 "•WARNINGI"" NMDA )FOLLOWAuwTESONTMMSIMAMNGI U�� �i��N�F TC LL 25.0 PSF REF 87175- 57490 I ••ItP0RT NT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 114E INSTALLERS. y 825 N 4thAve,Cornelius OR 97113 Trusses ire extreme care I n fabri cat n handl i n shi19575 redo n, g, api on, I ysWI ling nd and bract ns. Refer to i ando tori or r , TC DL 10.0 PSF DATE 06/13/17 the latest edition of BCSI ns, Idi ngnst Component Safety Information, by TPI and WTCA)for safety practices prior • To pchord ln9 these Punctl ons. Installers shall Provl de ngtemporary brad ng per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel l I ng. Locati ons shown for permanent lateral restraint of webs shall have bracing metalled per SCSI iI '�j BC DL 7.0 PSF DRW CAUSR71 75 17164062 sect)ons 83, 07 or B10, as appl1cable. Apply plates to each face of truss and posi ti on as shown above and on _ A- -11^ ' r-'Tni the Jo!nt Detal l s, unless noted otherwl se. Refer to drawl ngs 160A-z for standard pl ate post ti ons. I• 13/2017 BC LL 0.0 PSF CA-ENG BFR/GWH . , ' "f t_, Alpine, a di vi sl on of ITV/Roll ding Components Group Inc. shall not be rat Pont,tie for any dad ati en from this OREGON drawing, any failure to build the truss In conformance wl th ANSI/WI 1, or for handling, shipping, AN ITWC.OMPANY Installation&bracing of trusses. 1p resp '9 vA. an 20 190 P TOT. LD. 42.0 PSF SEAN- 118964 �respons DI seal on I I ty solely gfor tor�ddesign spage I hl mm. The aul tab'I I ty and Use of thl s drawl nofooraany structure neer! 8351 ROvailB Circle reasons'IN I I ty of the I dl no Deal/per per ANSI 11P1 1 Sec.2. O C D W W. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nfornatl on see this Job's general notes page and these web si tee: SPACI NG 24.0" JREF- 1W1M7175Z08 ALPINE: wax.al pine)tw.now: WI: www.tpi nst.org; PICA: www.shotndustry.com; ICC: www.I ccsafe.org Renews 8/3012017 Gable Stud Reinforcement Detail ASCE 7-10i 150 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or! 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L" Brace w (1) 2x4 "L' Brace * (2) 2x4 "L" Brace ** (1) 2x6 "L" Brace w (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 Group A, #1 / #2 4' 10' 8' 2" 8' 6" 9' 8' 10' 1' 11' 6" 12' 0' 14' 0" 14' 0" 14' 0" 14' 0" Spruce-Pine-Fir Hem-Fir #3 4' 7" 7' 9" 8' 3' 9' 7' 9' 11" 11' 5' 0" 14' 0" 14' 0' 14' 0" 14' 0" #1 / #2 Standard #2 Stud OD U _ #3 Stud #3 Standard _ 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 Pineew* 0J #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 2' 11' 8" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0' #3 #3 S #2 4' 10" 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0" 14' 0" 14' 0' 14' 0' 14' 0' Stud stud Standard Standard #3 4' 8' 7' 0" 7' 5" 9' 3' 9' 11" 11' 5' 11' 11" 14' 0" 14' 0' 14' 0' 14' 0" (U D-_L Stud 4' 8" 7' 0" 7' 5' 9' 3' 9' 11' 11' 5' 11' 11° 14' 0" 14' 0° 14' 0" 14' 0" d 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 S — #1 / #2 5' 6° 9' 5" 9' 9" 11' 1" 11' 6" 13' 2' 13' 9" 14' 0" 14' 0" 14' 0" 14' 0" Hem-Fir #3 5' 3' 9' 3" 9' 9' 10' 11' 11' 4" 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0" #1 & Btr U —r 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 O Standard 5' 3' 8' 1° 8' 7" 10' 10" 11' 4" 13' 0° 13' 7' 14' 0' 14' 0° 14' 0° 14' 0' Douglas Fir-Larch Southern Pine*** #1 5' 9' 9' 6" 9' 10' 11' 3° 11' 8' 13' 4° 13' 10" 14' 0' 14' 0" 14' 0' 14' 0' #1 #1 > SP #2 5' 6' 9' 5" 9' 9" 11' 1" 11' 6" 13' 2' 13' 9' 14' 0" 14' 0" 14' 0" 14' 0" #2 #2 #3 5' S" 8' 6" 9' 1" 11' 0" 5' 13' 1` 13' 8" 14' 0' 14' 0" 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board), DFLStd 5' 5' 8' 6" 9' 1" 11' 0° 11' S" 13' 1" 13' 8" 14' 0" 14' 0' 14' 0" 14' 0" 0� u *wwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3" 7' 6' 8' 0" 10' 0' 10' 9" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 13' 2' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' values may be used with these grades. d S 9 5 #3 5' 9" 10' 2" 10' 7' 12' 0° 12' 6" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0° 14' 0" Gable Truss Detail Notes! lJ U _r 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 Or 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). S #2 6' 1" 10' 4' 10' 8" 12' 2' 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11" 9' 10' 10' 6" 12' 1" 12' 7' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0' overhang, or 12' plywood overhang. ai DP Stud 5' 11" 9' 10" 10' 6" 12' 1° 12' 7" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" Standard 5' 9" 8' 8" 9' 3" 11' 7" 12' 5° 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Symm �^ Attach 'L' braces with 108 (0.128"x3.0" min) nails, ' `T ' Aboutj� 1) Gable Truss 1� 1' I © X For (1) "L" brace, space nails at 2' o,c, in 18' end zones and 4' o.c, between zones. Diagonal brace option: �� jlE)IEFor (2) "L' braces, space nails at 3° o.c Ir in 18° end zones and 6" ac. between zones. vertical length may be T I doubled when diagonal IS" R, 0 "L" bracing must be a minimum of 807. of web brace is used Connect r� 0 member length. diagonal brace for 3354 "L" at each end. Max web Brace �`* Gable Vertical Plate Sizes total length is 14'. I L---------.--_____ )IE)IE ' Vertical Length No Splice 2x4 De Fr #2 or Less than 4' 0' 1X4 or 2X3_ better diagonal — Greater than 4' 0', but 2X4 Vertical length shown brace; single 18, , fess than 11' 6° In table above, or double cut a Greater than 11' 6° 3X I 45° (as shown) at _ i a + Refer to common truss design for upper end. �- L) IMI 1 AIII Q peak, splice, and heel plates. / / / / �ontlnuous R nring • Refer to the Building Designer for conditions Connect diagonal at ' _ not addressed by this detail, midpoint of vertical web. Refer to chart above fc �c QcP�P�� ll rl�th, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! (�� IN �4/ REF ASCE7—IO—GAB12O1S wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� \G FF 02 J Trusses require extreme care In fabricating, handling, shipping,Installing and bracing. Refer to and C'19575 l follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety 9 DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing per SCSI. e lar Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord TM shalt have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs / DRWG A12015ENC10101 ��_ shalt have bracing installed per SCSI sections B3,B7 or 510, as applicable. Apply plates to each face 4014- / 4 Q NE Rf eruto dad position nZ shrwn above and on the Joint ➢etnlls, unless noted otherwise, 0� 13/20 7 Refer to drawings 160A-Z For standard plate positions, Alpine, o division of ITW Building Components Group Inc. shall not be responsible for any deviation from //�� AN ITW COMPANY this drawing, any failure Cl build the truss in conformance with ANSI/TPI 1, or for handling, shipping, yw O zi MAX. T❑T, LD, 60 FSF Installation & bracing of trusses.v tiv 0 A seal on this drawing or-cover page listing this drawing,Indicates acceptance of professional 9 4n.20,a99 G` engineering responsibility solelyfor the design shown. The suitability and use of this drawing �OL �.aV 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. `• Earth City,MO 63045 Form e e information see this job's general notes page and these web sites MAX. SPACING 240"" ALPINE! www,alpineitcomi TPI t, www,tpinsorgl SBCA:w w.sbclndustry.org ICG www.lccsafe,org i40.000.43404204.7 Dabe De � al � For Let-In Verticals Gable Truss Plate Sizes Dye (' O Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. i; ()Refer to Engineered truss design for peak, splice, web, and heel plates. O ©If gable vertical plates overlap, use a single plate that covers the total area of II"( 1111 the overlapped plates to span the web Gable •` © 2X4 y , ve tical Example. / © Length typ, % 2X4 il 2X8 "T° Reinforcement Attachment Detail 'T' Reinforcing °T° Reinforcing Ili Member Member © \/ Toe-Hall - Or - /� End-nail w i, 111K � w Mi© - 22><1\ O O To convert from 'L" to "T" reinforcing members, multiply Provide connections for uplift specified on the engineered truss design. length (based on appropriate increase Alpinneeby gable detail), Attach each "T" reinforcing member with End Driven Nails Maximum allowable "T" reinforced gable vertical 10d Common (0.148°x 3,",min) Nails at 4° o,c. plus length Is 14' from top to bottom chord, (4) nails in the top and bottom chords 'T" reinforcing member material must match size, specie, and grade of the "L" reinforcing member, Rigid Sheathing Toenailed Nails, l0d Common (0148°x3",min) Toenails at 4" o,c, plus Web Length Increase w/ °T" Brace 1 4 Nails 11 1. (4) toenails in the top and bottom chords. g I ,T, Thls detail to be used with the appropriate Alpine gable detail for ASCE wind Mbr, Size Increase Reinforcing 2x4 30 7. Member ASCEload.7-OS Gable Detail Drawings Examples 2x6 0 /. " A13015051014, A12015051014, A11015051014, 410015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph 413030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails Truss Spaced At DetDrawinGable Vertical = 24o�c SP #3 4' ac. A 11515ENC101014, A12015ENC101014, A14015ENC101014, A 16015ENC101014, "T° Reinforcing Member Size = 2x4 A18015ENC107-10Gable1014, A20015ENC10ail 10gs14, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 30% = 1,30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, 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, "T" Reinf, 'T" ri 4 Nails 11 /' ....--m... Ceiling eO PROpF S wwWARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! c'?w� �GINE %N Fn tS' REF LET-IN VERT ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 19575 'r Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and • 9f DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety /� practices prior to performing these functions Installers shall provide temporary bracing per SCSI, -� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard �-./ DR W G GBL L E T I N 1014 m,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ���= es Nr- shalt usse and bracing Installed per RWG G310,trussas and on the Joint Details, unless noted otherwise. OL�,.,^ N Refer to drawings 1604-Z for standard plate positions. V �I(3� Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from (. AN ITW COMPANY this drawing, any failure 'to build the truss in conformance with ANSI/TN 1, or for handling, shipping, '9 .1)11.20,199 ` MAX. TOT. LD. 60 PSF installation & bracing of trusse A seal on this drawing orover page listing this drawing,Indicates acceptance of professional engineering responsibility slely for the design shown. The suitability and use of this drawing �� W•N D U R, FAC, A N Y 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For more information see this job's general notes page and these web sites. Renews 613012017 MAX. SPACING 24.0" ALPINE, wa w,alpineitwcoml TPI www,tpinstorgi SBCH' wwwsbcindustry,orgl ICC. www,iccsafe.org ASCE 7-10 120 mpn, 30' Mean -eight, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30Ft Mean Hgt, ASCE 7-10, Endowed, 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 = 100, Wind TC DL=50 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot. Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014) on this detail X Optional 2x L-reinforcement attached Nails 106 box or gun (0,128"x3",min) nails. to stiffback with 106 box or gun (0,128" x 3", min.) nails @ 6" o,c, 1 1 I .N.,,,N N A P , 2X4 Blocking nailed -to ;t Ill 45° sheathing and za° Max 0111. each -truss (TYp' H (11► • •_ _ ®SII ril MMMMMIINMMMEMMMIMMIMMMNMMIMMMMMMMMMMOIMMM IN 2X4 DF-L #2 IIIH/2 or better 1 diagonal brace, Attach each end X I for 560# IIIIII y p_i�imi�m m t.i�i�j.11■ i 111111 . ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 106 box or gun (0,123" X 3", min ) nails. 4'0)PROp.. wwWARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Ui �O,N c`n OA REFGE WHALER wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 _rY Trusses require extreme care n fabricating, handling, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Balding Component Safety Information, by TPI and SUCH) for safety %) DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI Unless noted otherwise, top chord she)) have properly attached structural sheathing and bottom chord 0- ° DRWG GABRST101014 ,�, shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of H � -- r shoo have bracing instaued per BCSI app pp y p a Webs 0. 13/20 7 /a J Nectlone B3, B7 or B10, as 11 cable A t tea to each face of truss and position as shown nboves and an the Joint Details, unless noted otherwise, //�� Refer -to drawings 160A-Z for standard plate positions, yw oo?t /i9N Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY J this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 9 v+n,20 199 4' MAX, TOT. LD, 60 PSP installation & bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional OLD W engineering responsibility solelyfor 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. Earth City,MO 63045 for e more Information see this job's general notes page and these web sites, Renews&3&2017 MAX. SPACING ALPINE, woo.alpineltw,coml TPI, ww6 tpinstorgl SUCH, own sbcindustry,orgi ICC, owe lccsafe.org R � Rein =- ocing veHbe SL, los vL, , ' on T—Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf is specified on a truss design but an alternative web L—ReinSonoement'i or reinforcement method is desired, L-Reinf. ,& ,` Apply to either side of web narrow face, ,, Attach with l0d (0.128"x3,0Lmin) nails at 6" o.c Reinforcing member is ,, Notes a minimum 80% of web , member length, ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement, .4Alternative reinforcement specified in chart below may be conservative, MOM For minimum alternative reinforcement, re-run design with appropriate t• \/ reinforcement type. /n\ T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scale Rein—Forcemeat' 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, MI Attach with l0d (0128"x30",min) nails 2x6 1 row 2x4 1-2x6 at 6" o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) 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. I (*) Center scab on wide face of web. Apply (1) scab to eachI. face of web. 40,,..0 O PROp. IN F wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 0�5 "G FiQ O. TC LL P S F REF CLR Subs t AAIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 9 lI Trusses require extreme care in fabricating, handing, shipping, installing and bracing Refer to and t TC DL PSF DATE 10�01�14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shalt provide temporary bracing per SCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord K/ / BC DL PSF DRWG BRCLBSUB1O14 shall have a property attached rigid ceiling Locations shown for permanent lateral restraint of webs 1 S shall have bracing installed per SCSI sections 03, 07 or BSO,as applicable, Apply plates to each ince O. 13/20 7 � 0� of truss o and position as Shawn above and l nn the Joint Details, unless anted otherwise, , OREGON BC LL PSF Refer to drn wings 160A-Z far standard plate positions. 0/13/1 AN ITWCOMPANY s th-osinp.>nlynfoiLoreWtou'vludiid Chep usstlnGconfornnnceawllth ANSI/TPIp,norblforoha dlingeshiplpingfrom 1 sn.20,199_ Q TOT. LD, PSF installation N bracing of trusse �O�D `.,•N� A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional ♦' r� for responsibility solelyforthe design shown. The suitability and use of this drawing OUR, FAC any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront DriveFor more information see this job's general notes page and these web sites, Rename/3012017Earth City,M063045 For www,alpineitw.covl TPI ewww,tpinstorgi SECA, www.sbcindustry,orgl ICC, www�iccsafe,org SPACING BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAIL TYPE 2X4 2X6 2X8 2X10 2X12 NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. 8d BOX (0.113"X 2.5",MIN) 3 6 9 12 15 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 10d BOX (0.128"X 3.",MIN) 3 5 7 10 12 B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) 12d BOX (0.128"X 3.25",MIN) 3 5 7 10 12 C - END DISTANCE (15 NAIL DIAMETERS) 16d BOX (0.135"X 3.5",MIN) 3 5 7 10 12 IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: 20d BOX (0.148"X 4.",MIN) 2 4 5 6 8 • SPACING MAY BE REDUCED BY 50% ••SPACING MAY BE REDUCED BY 33% 8d COMMON (0.131"X 2.5",MIN) 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM lOd COMMON (0.148"X 3.",MIN) 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES, 12d COMMON (0.148"X 3.25",MIN) 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN 16d COMMON (0.162"X 3.5",MIN) 2 4 6 8 10 VALUE (Fc-perp) IS AT LEAST THAT OF THE CHORD. GUN (0.120"X 2.5",MIN) 3 6 8 11 14 GUN (0.131"X 2.5",MIN) 3 5 7 10 12 GUN (0.120"X 3.",MIN) 3 6 8 11 14 C** NAIL GUN (0.131"X 3.",MIN) 3 5 7 10 12 LINE .4111. A MINIMUM NAIL SPACING DISTANCES DISTANCES B* NAIL TYPE A B* C** 8d BOX (0.113"X 2.5",MIN) 3/4" 1 3/8" 1 3/4" 0111111111 B/2* 10d BOX (0.128"X 3.",MIN) 7/8" 1 5/8" 2" 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" A 16d BOX (0.135"X 3.5",MIN) 7/8" 1 5/8" 2 1/8" 20d BOX (0.148"X 4.",MIN) 1" 1 7/8" 2 1/4" �, A A A C** DIRECTION 8d COMMON (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" A OF LOAD AND 10d COMMON (0.148"X 3.",MIN) 1" 1 7/8" 2 1/4" „ NAIL ROWS 12d COMMON (0.148"X 3.25",MIN) 1" 1 7/8" 2 1/4" 16d COMMON (0.162"X 3.5",MIN) 1' 2" 2 1/2" GUN (0.120"X 2.5",MIN) 3/4" 1 1/2" 1 7/8" GUN (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" GUN (0.120"X 3.",MIN) 3/4" 1 1/2" 1 7/8" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGNGUN (0.131"X 3.",MIN) 7/8" 1 5/8" 2" _ (12" MINIMUM - 24" MAXIMUM) PP �� ROpp DRAWING REPLACES DRAWING B139 AND CNBRGBLK0699 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING, SHIPPING, INSTALLING AND 6 , GtN O jQ . REF BEARING BLOCK BRACING. REFER TO BCSI(BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS PLATE 19575 INSTITUTE, 218 NORTH LEE STR,SUITE 312 ALEXANDRIA,VA, 22314)AND WTCA (WOOD TRUSS COUNCIL OF , AMERICA,6300 ENTERPRISE LN,MADISON, WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE %� DATE 2/23/07 FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL - - PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I---...., DRWG CNBRGBLK0207 **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW HCG,INC.,SHALL 0. 13/20 7 ALPINE NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS IN 0® mN�1�y1 -ENG SJP/KAR CONFORMANCE WITH TPIJ OR FABRICATING,HANDLING, SHIPPING, INSTALLING &BRACING OF TRUSSES. 0v DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC,BY AF&PA)AND TPI. ITW,BCD CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K)ASTM A653 GRADE 40/60(W,K/H,SS) 9 99 ve0.20,19 .t DES GNSTEEL, APPLY POSITION 7:4,7W1PLATES TO EACH 160A-Z FACE ANYF TRUSS AND,INSPECTION OFUNLESS OTHERWISE LOCATED ON THIS PLATES FOLLOWED BY II)SHALL BE PER Of.D W. I7WBUILDING COMPONENTS GROUP,INC.ANNEX A3 OF TPI . A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Renews 6/3012017 ANSI/TPI 1 SEC, 2. Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30` Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑r, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Gr! 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 °L" Brace w (1) 2x4 "L" Brace w (2) 2x4 "L" Brace AEA (1) 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 Group A: c- Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 7° 7' 10" 8' 1" 9' 3' 9' 7° 0" 11' 5" 14' 0' 14' 0" 14' 0' 14' 0" #1 / #2 standard #3 Stud #2 stud lJ #3 4' 4" 7' 2" 7' 8° 9' 1' 9' S" 10' 10" 11' 4° 14' 0' 14' 0' 14' 0" 14' 0" #3 Standard tud 4' 4" 7' 2" 7' 7° 9' 1" 9' 5' 10' 10" 11' 4' 14' 0' 14' 0" 14' 0" 14' 0" CD Standard 4' 4" 6' 2' 6' 7' 8' 2" 8' 9" 10' 10' 11' 4" 12' 10' 13' 9" 14' 0" 14' 0" Douglas Fir-Larch Southern Plnewxx QJ #1 4' 10' 7' 11" B' 2" 9' 4" 9' 8" 11' 1" 11' 6' 14' 0" 14' 0" 14' 0" 14' 0' #3 #3 —_1 a SP #2 4' 7° 7' 10" 8stud Stud ' 1" 9' 3' 9' 7" 11' 0" 11' 5" 14' 0' 14' 0' 14' 0' 14' 0" Standard Standard Cf- #3 4' 6" 6' 6" 6' 11" 8' 7" 9' 2" 10' 11" 11' 4' 13' 6" 14' 0' 14' 0" 14' 0' Cal � DPL Stud 4' 6" 6' 6" 6' 11" 8' 7" 9' 2" 10' 11" 11' 4" 13' 6' 14' 0" 14' 0" 14' 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 F #3 5' 0" 8' 10" 9' 3" 10' 5" 10' 10" 12' 5" 12' 11' 14' 0" 14' 0" 14' 0" 14' 0" #1 6#1 Btr c_ U —F - Standard 5' 0" 7' 6" 8' 0' 10' 1" 10' 9" 12' 5" 12' 11" 14' 0' 14' 0' 14' 0" 14' 0"CD Douglas Fir-Larch Southern Pine*** #1 5' 6" 9' 1' 9' 5" 10' 8' 11' 1' 12' 8" 13' 2" 14' D" 14' 0" 14' 0' 14' 0' #1 #1 > S 3 #2 5' 3' 8' 11" 9' 3" 10' 7' 11' 0" 12' 7" 13' 1' 14' 0" 14' 0' 14' 0' 14' 0" #2 #2 _ #3 5' 1' 7' 11" 8' 5" 10' 6" 10' 11" 12' 6" 13' 0" 14' 0" 14' 0" 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). U D Stud 5' 0" 7' 11" 8' S" 10' 6" 10' 11" 12' 6' 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" ww*For 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 / 142 5' 9" 9' 10' 10' 2" 11' 7° 12' 1" 12' 7" 14' 0' 14' 0° 14' 0" 14' 0" 14' 0" values may be used with these grades. d SP- #3 5' 6" 9' 8" 10' 1" 11' 6" 11' 11" 13' 8" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" Gable Truss Detail Notes, U __— Stud 5' 6" 9' 8" 10' 1" 11' 6" 11' 11" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Wind Load deflection criterion Is L/240 O Standard 5' 6° 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 #1 6' 0" 10' 0" 10' 4" 11' 9' 12' 2' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load), (7_5 SP #2 5' 9" 9' 10" 10' 2" 11' 7" 12' 1° 13' 10" 14' 0" 14' 0" 14' 0" 14' 0° 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 8" 9' 2" 9' 9" 11' 6" 12' 0" 13' 9" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" with 2' 0' overhang, or 12" plywood overhang. aj DFL 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 rAttach 'L" braces with 108 (01 s 28'x3.0" min) nail About ` Gable Truss " 'I 1 0 )K For (1) "L" brace, space nails at 2" or, ,1 in 18' end zones and 4' o,c. between zones Diagonal brace option. :: ;1h : c441* �LBL--------___ e � Plate Sizes total length Is 14'. -- XX Vertical Length No Splice 2x4 DF-L #2 or • Less than 4' 0' 1X4 or 2X3 Greater than 4' 0°, but better diagonal '^ • 2X4 Vertical length shown brace; single 18, ' less than li' 6' g XE + + Greater than 11' 6" 3X In table above. or double cut 45' (as shown) at L_ i 0 + Refer to common truss design for upper end, a 0 U Li l T 1 ' 0 - U U 0 peak, splice, and heel plates. �� �� continuous/7,7,-1-k,/ ,� / / / Refer to the Building Designer for conditions Connect diagonal at CQ PROP not addressed by this detail. midpoint of vertical web. Refer to chart above for ,nl le ve"' kx0 ,pSh. wwWARNINGIww READ AND FELLOW ALL NOTES ON THIS BRAWINGI j GGIN REF ASCE7-10-GAB12030 wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 '` DA Trusses require extreme care In fabricating,handling, shipping, installing and bracing, Refer to and 19575 /1] Y�f DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI " AO' r� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs /' IIp F� Iii shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face �� �I 1 I )) 'I fes\ C of -trussand position as shown above and on the Joint Details, unless noted otherwise, 00 13/20 7 IJ \C Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from 069' 9" AN ITW COMPANY this drawing,any failure to loulld the truss in conformance with ANSI/TPI I, or for handling, shipping, MAX. TOT. LD, 60 PSP Installation &bracing of trusses. /Alt '191).20,�9 Q� 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 0 0 W.�� 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For e win re information see this job's general notes page and these web sites' MAX SPACING 24.0" ALPINE, w w.alpineitw.comi TPIit, www.tpinsorgi SBCA' w w.sbcindustry.orgl ICO www.iccsafe.org R,,,,,nu W#NX117