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Plans (419) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W327175Z1004142438 Truss Fabricator: Truss Components of Oregon Job Identification: 0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) ,so PROF . Engineering Software: Alpine proprietary truss analysis software. Versions 16.01,`4.1 44+e Truss Design Loads: Roof - 42 PSF ® 1.15 Duration a Floor - N/A 19575 GINE�� < ' Wind - 120 MPH (ASCE 7-10-Closed) Notes: 08/i4/2017 OREGON 1. Determination as to the suitability of these truss components for the G1 .i structure is the responsibility of the building designer/engineer of gip V°"•20.19 4 record, as defined in ANSI/TPI 1. �' ' W.N 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 to ermfrinnt Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST1O-VAL16010- Submitted by GWH 14:17:40 08-04-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 01157--AGE 17216081 08/04/17 2 01158--A 17216074 08/04/17 3 01159--A1 17216082 08/04/17 4 01160--A2 17216075 08/04/17 5 01161--B 17216076 08/04/17 6 01162--C 17216077 08/04/17 7 01163--CGE 17216078 08/04/17 8 01164--DGE 17216079 08/04/17 9 01165--D 17216080 08/04/17 10 01166--EGE 17216060 08/04/17 11 01167--E 17216061 08/04/17 12 01168--E1 17216062 08/04/17 13 01169--W 17216063 08/04/17 14 01170--V 17216064 08/04/17 15 01171--V1 17216065 08/04/17 16 01172--V2 17216066 08/04/17 17 01173--V3 17216067 08/04/17 18 01174--V4 17216068 08/04/17 19 01175--V5 17216069 08/04/17 20 01176--V6 17216070 08/04/17 21 01177--V7 17216071 08/04/17 22 01178--V8 17216072 08/04/17 23 01179--V9 17216073 08/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :M13, M14, M15, M16, M17, M18, M19, M20, M21 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per DL=O.6 psf. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. See DWGS 512015ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span WARNI NG: Furnish a copy of thi s DWG to the i nstal I ati on contractor. opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically Special care must be taken during handl i ng, shipping and i nstal I ati on along top edge. DO NOT OVERCUT. No knots or other lumber defects of trusses. See "WARNING" note below. allowed within 12" of notches. Do not notch in overhang or heel panel. 5X7 MI6 M17 15 M18M19 T 4X8 13M1 I 1, ; ii �0 M21 4X8s 6 �••la a)°a) a)5 a a as al;( 11-10-3 a a 6 � � III - I I i 1 I 1 I. ! 1 l . l 1 l i /iaiiiiiiiaiaiiiaii/iiaiciiiiiaaiaiiiiia/ iiii////i/iiiiaiii/ii////iaiiiiiiiiaiii/i>2/i/ai////// i/////7////iai///i///iiaii///iia/ 0 9-0-0 1 4X8= 1. 5X4(**) III 3X5(A1) = 4X8 1. 5X4(**) III 3X5(A1) 1l0-1 1-6-0 L, 23-0-0 I 23-0-0 46-0-0 Over Conti nuous Support >1 R=164 PLF U=21 PLF W=46-O-0 RL=7/-7 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,e ®' OFFS. OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 „IMPOR ANT.• RNI RNISNTHIS CRANEAD ING FOLLOW L ON ItNDRAM CLUDING THE ItlsrA<t.BNs. �f� aG1NE `�'O TC LL 25.0 PSF REF R7175- 1157 825 N 4th Ave,Cornelius OR 97113 Z Trusses regul re extreme care in fab,call ng, handling, shl ppl ng, Instal I l ng and bract ng. Refer to and follow the latest edi tl on of BCSI (Bull di ng Component Safety I nformat'on, by TPI and MTCA) for safety practi ces prl or 19575 TC DL 10.0 PSF DATE 08/04/17 to perform)ng these functions. I nstal I ars shall provide temporary bracing per BCSI. Unless noted otherwise, r Fi — top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached 1 rigid ceiling. Locations shown for permanent Iateral rostral nt of webs shall have brat'ng Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17216081 ,4 O)� , sections B3, B7 or B10, as applI cab)e. Apply plates to each face of truss post tl on as shown above and on �' % II L I the Joint Beta'Is, unless noted otherwise. Refer to drawings 160A-Z for s andard lata iLIons 0: X4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I AI pine, a di vi sl on of I TW Bui I dl ng Components Group Inc. shat I not be responsi bI a for any devi at'on from th's drawing, any fat l tire to but I the truss'n conformance vel th ANSI/TPI 1, or for handl l ng, sh,ppl ng, OREGON AN R WCOMPANY instau at'nn x bran ng or tresses. s1 TOT. LD. 42.0 PSF SEAN- 129429 . A seal on this drawl rig or cover pegs I 1 stl ng thl s drawl ng, I not cotes acceptance or prorsasl ocol engl neer!ng 9 ve9 20,194! .f respond bIIIty solely for the design shown. The sultebiIIty and use of this drawing for any structure Is the O a� DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond Id I I Ty of the Sal I dl ng Das)prier per ANSI ITN 1 Sec.2. C D w.`,� Sacramento,CA 95828 For more information see this jobs general notes page and these web=i tea. SPACING 24.0" JREF- 1W327175Z10 ALPINE: www.al pi nei tw.cow TPI: www.tpi nst.org; VITCA: N.V.sbci ndustry.con; ICC: www.I ccsafe.org R...,---Amnion. t THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - A) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: :T3 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC :B4 2x4 HF SS: DL=O.6 psf. Webs 2x4 HF #2 :W1, W7, W10, W11 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. Calculated horizontal deflection i s 0.36" due to live load and 0.26" due (a) Conti nuous lateral restrai nt equal I y spaced on member. to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead I oad i s 2.00. Calculated vertical deflection is 0.65" due to live load and 0.94" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X = 34-10-0. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X7 1. 5X4 Iii 4X8% T2 5X7 6X10 T .�4X8 3X5 3X5 6 r 11-10-3 6 ....„;,,,,,0110,, 11 dIll • ,,- -134 • .. — 3 1. 5X4 II` 9-0-0 1. 5X41II 4X8= 5X7= 4X8; a 4X8(63) = 4X1 2= 4X12(Fl) 1-10-1 1-6-0 r 8-0-5 7-5-13 7-5-13 8-7-5 ...J___6-5-12 �g65 11 12-r 5-4-4 -` 5-3-1 5-10-15 23-0-0 . i_ 23-0-0 24-1-8 I- 10-8-8 I 11-2-0 46-0-0 Over 2 Supports R=2131 U=304 W=5.5" R=2108 U=300 W=5.5" RL=208/-210 Design Cri t: I BC2015/TPI -2014(STD) PR PLT TYP. 18 Gauge HS,Wave FT/RT=2%B(O%)/4(0) 16.01. • ac D oF�S S' OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI** READ AND FOLLOW ALL NOTES ON THIS DRAM 901 COpJ 825 N 4th Ave,Cornelius OR 97113 •.1IRORTANT*• FURNISHTHISDpAWINGTOALL CONTRACTORS 1NCLWINGTHE INSTALLEpS. ,...\ 0G e' 41 O� TC LL 25.0 PSF REF R7175- 1158 Trusses requl re extreme care in fabricating, handling, shl ppi ng, I floral Ii ng and bracing. Refer to and follow V 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior r TC DL 10.0 PSF DATE 08/04/17 t• to performing I these fpropir!y. installers ctur pshelte sheathing by bottom chord per BCSI e aens prey otherwise, I /, - top chord shall have properly attached structural sheathing antl bottom chord shall have a properly attached BC DL 7.0 PSF ri gl d cel I 1 ng. Locati ons shown for permanent I sterni restraint of webs shat I have bracing I metal I ed per BCS( �- DRW CAUSR7175 17216074 ,4 �� t sect)ons B3 B)or 810, as aoppl i earl e. Apply plates to each face of truss and posi tl on as shown above and on [1 I the Jnlnt Details, unless noted otherwise. Refer to drawings 16oA_Z for standard plate positions. O: X4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I AI pine, a di vi si on of I TW Bui I di ng Components Group Inc. seal I not be respond bl a for any tlevi atl on from tri s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, /� AN ITWCOMMNY Installation s bracing of trusses. V� TOT. LD. 42.0 PSF SEON- 129410 A reel on tnl s drawl ng or cover papa 11,:r°. MI a roars nil 4"22t:eccaptanla of pmofasel foal enol rlserl nil '9 en.20, 9P responsibility solely for the design The suitabilioT MIs drawing Tor any structure Is the 8351 Rovana Circle responslbl ii ty of the Bel I ding heel goer per ANSI/TPI 1 Sec,2. RO L.0 W,NA" DUR. FAC. 1. 15 FROM BB Sacramento,CA9ss28 For more Information see this;ob.s general nates page and these Oct Sites: SPACING 24.0" JREF- 1 W32717521 ALPI NE: www.al pi mei tw.can: TPI: www.tpl net.org; WA: www.sbci ndustry.corn; ICC; www.iccsafe.org Renews 6/90/2019 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - Al) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: :T3 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located • Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC :B4 2x4 HF SS: DL=0.6 psf. Webs 2x4 HF #2 :W1, W7, W10, W11 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. • Left cantilever i s not exposed to wi nd Calculated horizontal deflection i s 0.35" due to Iive I oad and 0.26" due to dead load. (a) Continuous Iateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total Ioad. Creep increase factor Ioad applied per IBC-15 section 1607. for dead Ioad i s 2.00. Calculated verti cal deflection is 0.65" due to Iive Ioad and 0.94" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead Ioad at X = 34-10-0. Speci 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. 5X7= 3X7 1. 5X4 III T 3x7,,-.5T2 ,- 5X7e 3X5 .�IP) 6X10 3X5 6 r 11-10-3 W10 6 W11 ®I SS0719- C 4X8(B3) = 1. 5X4 III 4X8` 5X7,------ 4X8-,----- 1. 5X4 III a --'7"'N% +9-0-0 1 4X12= 4X12(F1) 0-2-0 1-6-0 8-0-5 5-10-15 I 8-0-5 + 7-5-13 I 7-5-13 7-5-13 8-7 5 65511 12 T 5-4-4 'I` 5-3-1 'I` 5-10-15 -I 23-0-0 J,_ 23-0-0 24-1-8 I 10-8-8 —I—• 11-2-0 46-0-0 Over 2 Supports R=1987 U=286 W=3.5" R=2110 U=300 W=5.5" RL=198/-192 Design Cri t: I BC2015/TPI-2014(STD) W PR. F PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. •• -1 R 3 OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI'w READ AND FOLLOW ALL NOTES ON THIS DRAWING! G> GII N F 11825 N 4th Ave,Comelius OR 97113 "IMAM" FURNISH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 4' Z TC LL 25.0 PSF REF R7175- 1159 _ Trusses requi re extreme care I n fabrl rating, handl I ng, shi ppl ng, I metal I I ng and bract ng. Refer to and fol I ow 19575 ', TC DL 10.0 PSF DATE 08/04/17 the latest edi tl on of BCSI (Building Component Safety Informatl on, by TPI and NTCA)for safety prod)ccs prior to perform)ng these fund)ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, /1 top chord shat I have properly attached structural sheaths ng and bottom chord shat I have a properl y attached BC DL 7.0 PSF DRW CAUSR7175 17216082 rigid cel 11 ng. Locations shown for permanent Iaterai restraint of webs shall have bracing installed per BCSI - / 1�O• sections B3, Bier 010, as applicable. Apply plates to each face of truss and post ti on as shown above and on '� J1 the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. O: 4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of 1113Bull dl ng Components Group Inc. shall not be responsible for any devl ati on from this drawing, any fel Iure to build the truss In conformance with ANSI/Tel 1, or for handling, shi pping, ^ OREGON 0 IT AN W COMPANY 1 nstal 1 ati on A bract ng of trusses. -J TOT. LD. 42.0 PSF SEAN- 129413 . A seal on thi s drawl ng or cover page 11 sti ng till s drawl lag, I ndl Bates acceptance of professi oral engl neer)ng 9 VSA.YUn.1990 respond ,.bill ty solely for the design show, The sul tall l l ty end use of this drawl ng for any structure Is the s� 8351 Rovana Circle reasons'bill ty of the Bu'I di no Designer per ANSI'TPI 1 sec 2. O`D W ' OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Infnrmati on see this Job's general notes page and these web dtes: `, SPACING 24.0" JREF- 1W327175Z10 ALPINE' wow.al pl mel tw.cora; TPI: www.tpl net.ova; YYTCA: www.sbcl ntlustry.cora; ICC: www.iccsafe.org Renews 6/30I2019 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - A2) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: :T3 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC :B4 2x4 HF SS: DL=O.6 psf. Webs 2x4 HF #2 :W1, W7, W10, W11 2x4 HF Std/Stud: :W8 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. Calculated horizontal deflection i s 0.35" due to Iive I oad and 0.26" due (a) Conti nuous I ateral restrai nt equal I y spaced on member. to dead I oad. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor load applied per IBC-15 section 1607. for dead Ioad i s 2.00. Calculated vertical deflection is 0.65" due to Iive Ioad and 0.94" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X = 34-10-0. Special 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 ,, X7 T 3X5 3X7� T :mo6X10 w' 3X5e W7 N.,,„„„,,,,, 11-10-3 (a) 6 W10 W11 W1 <. -1. 14q), 7 .. = a 3 SS0719= 1. 5X43�II .4'.....-7\ # 9-0-0 1 4X8(83) = 1. 5X4 III 4X8= 5X7= 4X8= B4 4X12 F1 4X12= ( ) 1-6-0 8-0-5 7-5-13 7-5-13 8-7-5 -211-8- 5-1-12 5- 4-4 T 5-3-1 -I 5-10-15 -I 23-0-0 — 23-0-0 24-1-8 �I` 10-8-8 I 11-2-0 46-0-0 Over 2 Supports R=1986 U=286 W=5.5" R=2111 U=300 W=5.5" RL=198/-192 Desi gn Cri t: I BC2015/TPI -2014(STD) . PR� F PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. 0• + R S OR/-/1/-/-/R/- Scale =. 125"/Ft. _ Truss Components of Oregon (503)357-2118 „IlpgarAN;WARN ISH THIS DRRAMEAD AND NiGaro ALL CONTRACTORS T xIROLNG TME INSTALLERS. �GINF.� �Oy TC LL 25.0 PSF REF R7175- 1160 825 N 4th Ave,Cornelius OR 97113 Trusses requl re extreme care i n Fabri cath ng, handl 1 ng, shi ppl ng, i nstal I ng and bract ng. Refer to and Fol ow 19575 the latest edition of BCSl (Bw lding component safety Information, by TPI and wreA)for safety practices prior TC DL 1 0.0 PSF DATE 08/04/17 r• to Performing these hav functions. Installers shall Provl de temporary bracing per BCB1. Unless noted otherwise, i, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locati ons shown for permanent lateral rentrai nt of webs snail have bracing i nstal I ed per 8051 - BC DL 7.0 PSF DRW CAUSR7175 17216075 ,4 r sections 83, By or 810. as aappl i cable. Apply plates to each face of truss and position as shown above and on �� T II o 1 The Join,..dei,:lin, unless n etl otherwise. ReFer to drawings 16BA-Z for standard plate posltl7ns. Oi I4/20 / BC LL I ' rawing, lsion of lbw Idithe t component oroup a wl shall net ba rorforihi for any deviation from t„;s 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss In conformance wi[M1 ANSI t, or for hantlling, sM1l ppi ng, OREGON _ AN ITWCAMPANY installation R bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 129416 . A seal on thi s drawl ng or cover pegs I I etl ng this drawl ng, I nd ” l cotes acceptance of profess)onsl engl neer) I �'tn.20,fie G respend bill ty sol el y for the deal gn shown. The Sul tabu I I ty and use of MIs drawl ng for any structure I s the O` W.N DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl l I ty of the fun I ding Iles)goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more i nfornrati on see Mn Is job's general notes page and these web si te ALPINE www.alplmeitw.caw TPI: www.tpinet.Arg; w1BA: www.sb<Indvstry.cora, ,CB: www. c<safe.org Renews 0830/2019 SPACI NG 24.0" J RE F- 1 W327 1 75Z 1 0 • THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #1&Bet. Ti: 2x4 DF-L #1&Bet. : (**) 1 plate(s) require special positioning. Refer to scaled plate :T3 2x4 HF #2: plot details for special positioning requirements. Bot chord 2x4 HF #2 :B5, B6 2x4 HF SS: Webs 2x4 HF #2 •W1, W12, W13 2x4 HF Std/Stud: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :W6 2x4 DF-L Std/Stud: :W14 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC :Rt Wedge 2x4 HF Std/Stud: DL=0.6 psf. Calculated horizontal deflection is 0.31" due to live Ioad and 0.23" Wind Ioads and reactions based on MWFRS with additional C&C member due to dead load. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. Calculated vertical deflection is 0.57" due to live load and 0.82" due to dead load at X = 39-0-0. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken duri ng handling, shi ppi ng and i nstal I ati on of trusses. See "WARNING" note below. 1. 5X4 III 6X8= 3X7 3X5 _ T 3X5 3X7 T3 3X5 , 63X5(**) s , a) W12 ' 6X8(R) //� 6 a) a)va) W13 11-10-3 W14(a) 4X12(F1) W1 _W6 — 0-8-0 4X8(63) = 1. 5X4 III 4X8= 8X8= 8X8= 3 3 B6 " 9-0-0 T 1 5X10= B5 SS0719= 3X5= 2X4 III 2X4 III 1012= 1-6-0 L. 8-0-5 8-0-5 7-5-13 7-5-13 9-1Z�8-99II��z-10-o 6-8-4 I 7-0-0 v 7-5-13 .I< 7-5-13 -11-812_4_8 -1- 13-6-8 23-0-0 23-0-0 26-11-8 -4-:3-1-8 6-6-8 7-0-0 46-0-0 Over 2 Supports R=1985 U=285 W=5.5" R=2109 U=300 W=5.5" RL=198/-192 . Desi gn Cri t: I BC2015/TPI -2014(STD) . _ PLT TYP.pp18 Gauge HS,Wave FT/RT=2%(0°/D)/4(0) 16.01. r. ®- , .•FF OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Nomp neatCom Oregon (01)3 7 2118 ••WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 % F ss/O TC LL 25.0 PSF 4th .•111OORTA/fr. FURNISH THIS ORM NG TO ALL CONTRACTORS INCLWIxc THE INSTALLERS. 0\ %,%GINE. � 2 REF R7175- 1161 Trusses requl re extreme care In fabrl caring, handling, sill piping, I notal l I ng and bracing. Refer to and follow the Iatest edition of SCSI (Bull di ng Component Safety Information, by TPI and WTCA) for safety practices prior 19575 TC DL 10.0 PSF DATE 08/04/17 to Performing these font)ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, t — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri al d cel I i ng. Locatl ons shown for permanent I ateral restraint of webs shat I have bracing i notal I ed per BCS! A. BC DL 7.0 PSF DRW CAUSR7175 17216076 ,4 �0I sections 83, B7 ur 810, as applicable. Apply plates to each face of truss and position as shown above and on 411114 % Othe Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positi ons. Alpine, a division of ITV Building Components Group Ino. shall not be r ble for 0: 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH drawl n orfori any devi ati on from thi s g, any failure to WI the truss In conformance with ANSI/TPI 1, for handling, shipping• OREGON AN ITWCOMR4NY Instanat!«, bracing of trpsses ...f TOT. LD. 42.0 PSF SEAN- 129424 . A seal on MIs drawl ng or cover peps I I sti nR thi s drawl ng, I ndl eates acceptance of profess)one) en91 nearing '9 'i15 20 j9 responsl bl I I ty sol el y for the design sheet). The sol tab,l l ty and Beef this drawl ng for any structure I S the 41w N OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsibility of the Bol 1 dl ng Deal goer per 1151 RVI 1 See.2. • D Sacramento,CA 95828 For more Information see this Jobs general notes page and these web site: SPACI NG 24.0" JREF- 1W327175Z10 ALM NE: www.al pi mel tw.cowww.n; TPI: tpi not.org; eTCA: www.sbcindustry.com; ICC www.I ccsafe.org Ras...NMMD10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #1&Bet. Ti: 2x4 DF-L #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 HF #2: anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Bot chord 2x4 HF #2 :B3, B4 2x4 HF SS: DL=0.6 psf. Webs 2x4 HF #2 :W1, W8 2x4 HF Std/Stud: :W9 2x4 DF-L #2: Wind loads and reactions based on MWFRS with additional C&C member :Rt Wedge 2x4 HF Std/Stud: design. • Calculated horizontal deflection i s 0.30" due to Iive I oad and 0.22" due (a) Conti nuous I ateral restrai nt equal I y spaced on member. to dead I oad. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase factor load applied per IBC-15 section 1607. for dead Ioad i s 2.00. Calculated vertical deflection is 0.56" due to Iive I oad and 0.81" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X = 39-0-0. 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 3X5 4X5 3X7 T 3X7 i T3 3X51--- 61. 5X4 III 6 r- (a()a) '' bX8(R) /// 11-10-3 a) l W8 �. T W1 W9(a) _ ._�' —3----„.�� 4_9-0-0 1 4X8(B3) = 1. 5X4 III 3X5= 4X8= 5X12= B3 4X8----- SS0719= 4X12(F1) 1-6-0 8-0-5 + 7-5-13 7-5-13 +4-8-121_9-5-8 7-0 6-8-4 13-6-8 7-0-0 23-0-0 ,I- _ 23-0-0_ _ 32-5-8 I 6-6-8 I- 7-0-0 46-0-0 Over 2 Supports R=1985 U=286 W=5.5" R=2109 U=300 W=5.5" RL=198/-192 Desi gn Cri t: I BC2015/TPI -2014(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0°/8)/4(0) 16.01. .• ®-j OFFS+ OR/-/1/-/-/R/- Scale =. 125"/Ft. Tmss Components of Oregon (51)3)357-5118 ••WARNI NGI•.READ AND FOLLOW ALL NOTES ON THIS DRAM NGI G� %IN SI h t ••I ANr•• I THIS DRAM TO ALL CONTRACTORS INCLUDING THE INsraLLERs. \ G F 0 TC LL 25.0 PSF REF R7175- 1162 _ 825 N 4t Ave,Cornelius OR 97 13 C9 1, F41 Z Trusses require a treme care in fabricating, handling, shl ppi ng, installing and bract ng. Refer to and fellow 19575 17 TC DL 1 0.0 PSF DATE 08/04/17 the latest edition of BCSI <BulIding Component Safety I nformati on, by TPI and NTCA> for safety practices prior to performing these functi ons Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Si t top chord shall have properly attached structural sheathi ng and bottom chord shall have a properly attached rigid cei l I ng. Locati ons shown for permanent I ateral restrai nt of webs shal I have bracing I natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17216077 ,4 L� ; sections B3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on '/ 1 I , the ls, unl",;‘,..7„ ss noted otherwise. Refer to drawings'70% for standard Plate pod tions 0: 14/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH J I ' AI p.:-_—.-."„:, si on of I Tea Bui dl.9—c- g truss I necon Group Inc. shat I not be respond ill a for any devi ati on from this G drawing, any£allure to bulltl the truss in conformance wl th ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Installations bracing of trusses. TOT. LD. 42.0 PSF SEAN- 129426 A seal on till s drawl n9 or cover psis I I stl D9 till s drawl 0p I ndl Cates acceptance of profess'ons' sn91 Merl ng '9 en.20,19# respond bili ty sol el y for the des!gn sheer. The Sul tab'l i ty and use of till s drawl ng for any structure I s the respondOUR. FAC. 1. 15 FROM B B 8351 Roma Circle ill I 1 ty of the Rut I dl ng Oast 1 Sec.2. Designer per ANSI/TPI Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: OLS W•N SPACI NG 24.0" JREF- 1W327175Z10 ALPINE: www.al pi mel tea.corn TPI: www.tpi Cast.ori: YWCA: www.sbci ndustry.corn; ICC: www.i ccsafe.ori THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 (**) 2 plates) require special positioning. Refer to scaled plate plot details for special positioning requi rements. Webs 2x3 HF #2 :M13, M14, M15, M16, M17, M18, M19, M20, M21 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per DL=O.6 psf. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Wind loads and reactions based on MWFRS with additional C&C member desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. See DWGS 512015ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span WARNING: Furnish a copy of this DWG to the installation contractor. opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically Special care must be taken during handl i ng, shipping and i nstal I ati on along top edge. DO NOT OVERCUT. No knots or other lumber defects of trusses. See "WARNING" note below. allowed within 12" of notches. Do not notch in overhang or heel panel. 5X7-- M17 X7=M17 M18 3X7-.%-- M1516 M19 T M14 M20M21 623X7-. a) a)sa):a) a (a ( • • 6 11-10-3 ,a) a) (aka a) 0000.000.000000040.04000 9 a - � V a 3 a s • a t t a • ai a a q_p_p 1 //////7///////7///////////i//////////7///////////)2777//1/7/7/1////////////////lY////l////////,> ///////////d///i///////////////./////////// • 3X5(A1) -- 4X8= 1. 5X4( *S III 3X5(A1) 1. 5X4(**) III 4X8= 1-6-0 23-0-0 ,I, 23-0-0 J 46-0-0 Over Conti nuous Support R=159 PLF U=19 PLF W=46-0-0 RL=7/-6 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) O PROp p. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. to •6 , ' -.4.6 OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI..READ ARD FOLLOW ALL NOTES ON THl s DRAIN NGl P %kG I N e O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 *v IrarrANT•• FURNISH 7X15 MATH NG TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. V d 2 REF R 717 5- 1 163 Trusses redo,re extreme care In fabri cat!ng, handling, shl ppi ng, Installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,dTC DL 1 0.0 PSF DATE 08/04/17 t. to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid eel I ng. Locations shown for permanent lateral rostral nt of webs shall have bracing installed per BCSI alkBC DL 7.0 PSF DRW CAUSR7175 17216078 ,4 O�� 1 sect)ons B3, B/or B10, as applicable. Apply plates to each face of truss and position as shown above and on II L I the Jonnt Details, unless noted otherwise. Refer to drawl nes 160A-Z for standard plate nysltlont X4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I Al pi ng, a di vi si on of I build the truss In conformance wl th ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMPANY instailati on A bracing of trusses. TOT. LD. 42.0 PSF SEON- 129433 A seal on thl s drool ng we cover papa I I etl ng thl a dewol n9, I ndl ceras acceptance of pewfeasl mel engl Merl ng IfAb. an.20,19gt! � responsl bill ty solely for the deal gn shout. The.1 teen I ty and use of thl s drawl ng for any structure Is the •OL0 � DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Bull dl ng Deal gear per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nfnrmati on see thl s j ob•s general notes page andthese web sl tee: SPACING 24.0" J REF- 1 W327175Z1co,ALPINE: www.al pi nei tw.coTel: www.tpi net.org; WTCA: www.sbci ndustr' org con; ICC. www.I ccsafe. Renews 8/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- 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 in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 :M7 2x4 HF #2: DL=0.6 psf. Truss designed to support 1-6-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord desi gn. 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 S12015ENC100815 & GBLLETIN1014 for gable wind bracing requirements. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase 4X5= factor for dead I oad i s 2.00. 8-8-13 Al11lL:di ,j 9-0-0 _L 2X 4(81) = 2X4(B1) = YY 1-2-0 1-2-0 I, 10-0-0 -I— 10-0-0 J 20-0-0 Over Continuous Support R=169 PLF U=20 PLF W=20-0-0 RL=13/-13 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Crit: IBC2015/TPI -2014(STD) PR PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. r. .' OF�Sd' OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 `•WARM NGI••READ AND FOLIOS'ALL NOTES ON THIS DRAWING! 5 tG%N e. -o 825 N 4th Ave,Comelius OR 97113 ••I ANT•• FURNISH THIS°RANI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 41 Z TC LL 25.0 PSF REF R7175- 1164 Trusses require extreme care In fabricating, handling, shl ppi ng, installing and bracing. Refer to and follow 19575 the latest ed,tI on of BCSI (Building Component Safety Information, by TPI and'AICA) for safety practices pri or , TC DL 10.0 PSF DATE 08/04/17 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, — top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri gid ce;I;ng. Locati ons shown for permanent I ateral restra;nt of webs shat I have bract ng;nstal I ed per BCSI 1-. DRW CAUSR7175 1721607-9- 1 1 sect)ons B3, B7 or B10, as applicable. Apply plates to each face of truss and post t;on as shown above and on II o� the Joint Details, unless noted otherwise. Refer to drawings 1bOA-Z for standard plate positions 0• t'4/20 7 J I Alpine, a division of ITN Building Components Group Inc. shall not be respensible fnr any deolatU frem this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fat l ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, ^ J AN ITW COMPANY Installation R bracing of trusses. np V, TOT. LD. 42.0 PSF SEON- 129436 l l i t responAAA's by soo ly for the des sen.etTlleswl t DI I i ty'� I use or this drawwii ngforsarty struttu're i s'the IA V°R•20,19 G 83$1 Rovana Circle ravens!bill ty or the MAIdl rig Designer per ANSI/TPI 1 See.2. OLD W• OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web site: SPACING 24.0" JREF- 1W327175Z10 ALPINE: www al pl nei tw.coma TPI: www.tpi nst.org; RICA: www.sbcl tidos-try.com; ICC: mew.iccsafe.org Renews e/3O/2019 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - D) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= hX4 1. 5X4$ /ii 8-8-13 107 10 3X5= 3X5==- 3X5 X5=3X5(B1) = 3X5(B1) 1-2-o 1-2-0 L 5-1-15 4-10-1 J_ 4-10-1 J, 5-1-15 I' 6 9-5 6-5-6 6-9-5 '1 10-0-0 I 10-0-0 20-0-0 Over 2 Supports R=995 U=123 W=3.5" R=995 U=123 W=3.5" RL=176/-176 Design Cri t: I BC2015/TPI -2014(STD) PR PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .• .+ -FF`SS' OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-1118 '•WARN!NG!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �G/rve '% TC LL 25.0 PSF REF R7175- 1165 825 N 4th Ave,Comelius OR 97113 "'SRT '• FUO!SH THIS DRAWING TO ALL CONTRACTORS I NCLIIDI NG THE 1 NSTALLERS. Trusses requl re extreme care I n fabri cat)ng, handling, shi ppi ng, I nstal I i ng and brad ng. Refer to and foilow 19575 the Iatest edition of BCSI (Building Component Safety I nformati on, by Tel and'MCA) for safety practlhen prior 7' TC D L 1 0.0 PSF to performing these functions. Instal,ors shall provide temporary bracing per BCS!. gni ess noted otherwise, r , DATE 08/04/17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cei I I ng. Locate ons shown for permanent 1 ateral estral nt of webs shat 1 have bract ng i nstal I N per BCS! d elk / BC DL 7.0 PSF DRW CAUSR7175 17216080 , All �� I sections 83, BT or B10 as applicable. Apply plates to each face of truss and post tl on as shown above and on II i the Joint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions X4120 7 BC LL 0.0 PSF CA-ENG BFR/GRH Alpine, a tlivislon of I Builtlirg Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to bul I the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, A J AN 17W COMPANY nstal I atl on w brace ng of tresses. ng, 0 TOT. LD. 42.0 PSF SEON- 129438 resSponsl l 0l I 01I1 sof I el ng or cover he dealt gn sll uta.ng TT/hiessuirtabi II ty and use of acceptance s drawl ng for any struccturl b the 91P Vin•20,'19� !'I 8351 Rovana Circleresponsl 011 ty of the Bal I di ng Designer per ANSI/Tel 1 Sec.2. OC O "1,1�►V DAR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Infermatl on see thl S Jobs general notes page and these web si tes: •• SPACI NG 24.0" JREF- 1W327175Z10 ALPINE: www.al pi tel tw.con TPI: www.tel not.org: WTCA: www.sbci ntlustry.cum; ICC: non I newafe.org Renown 8!90/2019 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - EGE) Top chord 2x4 DF-L 2400f-2.OE :T3, T5 2x6 HF #2: :T4 2x4 HF #2: (**) 1 plate(s) requi re speci al positioning. Refer to scaled plate plot Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #2: details for special positioning requirements. Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: :W2, W3 2x4 DF-L #2: 120 mph wind, 15.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC DL=0.6 Provide lateral wi nd braci ng per ITWBCG wi nd braci ng details or per psf. engineer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. Wi nd I oads and reacti ons based on MWFRS with additional C&C member desi gn. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.} @ 6" OC. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind braci ng requi rements. + Provide lateral bracing for inset chord. Attach nailer at edge of I ower roof di aphragm, or use purlins at 24" oc. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Truss desi ned to supportapplied per IBC-15 section 1607. g 1-6-0 top chord outlookers and 5 PSF cladding on one face in area (0) only, and 24" span on opposite Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor face. Top chord may be notched 1.5" deep X 3.5" periodically along for dead Ioad is 2.00. top edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Do not notch in overhang or heel panel. (S) Add 2x6 x 12-0-0 Hf #2 scab to be attached to one face 5X10(R1) /// of top chord with 10d (0.128"X3.0") nails at 6" o.c. Top edge of scab should be 1.5" below the existing top edge of the top chord. '��` 17 10 f�i� T4 3X5�i SOPig 3X5o� I►: (S) :4' i L O '�2 ‘in , ,,I ,I T5 12-10-13 i : "��'` ` �0Ar 3X5 III (a) ,4i io W4 10 441,10. A4 ,1,/ 47 T3 1. 5X4(**) ��, �,� .. = I\ $ 9-0-0 3X5= / ''. .- 'm . " .1= 3X5(B1) = HOC)= 3X5= 4X5(B1) k 19-7-11 - 1-2 0` 10-0 0 20-0-0 2000 .-.. , 7-7-15 10-1-5 .1 2-7-1,4, 9-9126-0-14 -1— _±.. 10-175-15 I' 0-0-11 0-4-5 0-10-1i0-2-4 R=1012 U=135 W=3.5" L. 10-3-3 22_�2-70-22-2 _l_ 4-8-13 L II 3-7411 5-4 8-11-0 --J RL=381/-381 f' 30-0-0 Over 3 Supports1 Note: All Plates Are 1.5X4 Except As Shown. R=2433 U=226 W=3.5" R=1800 U=208 W=3.5" Design Cri t: 1 BC2015/TPI -2014(STD) CEO PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=2°/8(0°/8)/4(0) 17.01. 1/ . : lac e.4.SS?. OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 •'WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! Z9 TC LL 25.0 PSF REF R7175- 1166 825 N 4th Ave,Cornelius OR 97113 ••1 NPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 19575il Trusses regul re extreme care In fabri eating, handling, shipping, I nstall I ng and bracing. Refer to and follow • the latest edition of°CSI (Rail di ng Component Safety Informatlon, by TPI and WTCA) for safety practi ces prior %. TC DL 10.0 0 PSF DATE 08/04/17 to performing these functions. Installers shall provide temporary bracing per BCS! gni ess noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Locati ons shown for permanent lateralrestraint of webs shall have bracing installed per RCS, �- BC DL 7.0 PSF DRW CAUSR7175 17216060— •.., ,4 sectl ons B3, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 114 20 II of I , the Joint Details, unless notetl otherwl se. Refer[o drawings t60A-2 for standard late Itl ons. 1 I AI pine, a d,v,si on of I TW Rw,m ng components Gronp Inc. aha, not be response m e for any deoi aH on from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any fel Iure to bui Id the truss en conformance with ANSI/TPI 1, or for handl Ing, shi ppl ng, AN ITW COMPANY i nstal I at,on x brace ng of trusses. to '9R �n,zo,X99° TOT. LD. 42.0 PSF SEAN- 16977 REV . A seal on this drawl ng or cover page I 1.51 ng the s drawl ng, I nail cotes acceptance of profess'anal engl neer)ng response Dill ty solely for the des!gn shawl. The sue tabs l ty and use of this drawl ng for any structure Is the O w 8351 RovanaClrcle reopen,!bill ty of the Hui id! Deal gner per ANSI/TPI t See.2. CID •w. DUR. FAC. 1. 15 FROM BB - Sacramento,CA95828 For more informanon see this job's general notes page and these web sites, Renews 6/30/2019 SPACING 24.0" JREF- 1W327175Z10 ALPI NE: wxw.al pl mel tw.cam; TPI: mew.tpi net.org: WTCA: www.sbci ntlustry.cam; ICC: www.l ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH Iot 11 Hazel -- VERIFY VERI FY, OR - E) Top chord 2x4 HF #1&Bet. :T2, T3 2x4 HF #2: 120 mph wind, 15.16 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=0.6 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind Ioads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) a 6" OC. desi gn. 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 Ioad i s 2.00. 4X5(R) III ii T 3X5 T2 i , 1. 5X4% Or No 3X5�� off 1. 5X40 ea i W3��j .i ow or 12-10-13 (a) (a) 10 p �i 'to = V c pA :. - .,:,. ....... .... ..., „... ....m...,..............„ 9-0-0 1 3X5= 3X5= 3X5= 3X5(61) = 3X5(B1) 1-2-0, 10-0-0 >I� 20-0-0 >1-2-0 . - 7-7-15 7-4-1 7-4-1 7-7-15 I' 10-1-5 9-9-6 10-1-5 '1 15-0-0 I 15-0-0 I Fc 30-0-0 Over 3 Supports R=655 U=82 W=3.5" R=1214 U=150 W=3.5" R=1038 U=132 W=3.5" RL=249/-249 Desi gn Cri t: I BC2015/Tp/PI -2014(STD) Seo PRO�ele` PLT TYP. Wave FT/RT=2/0(O%)/4(0) 16.01. 10 p G-j,.f `SS'iO OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NM••READ AND FOLLOW ALL NOTES ON THIS DRAWN NG! (7` Z TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCL lDI NG THE I xsTALLERS. 19575 AP 9 REF R7175- 1167 Trusses requl re extreme care In fabri cati ng, handling, shl ppi ng, Installing and bracing. Refer to and follow the latest edition of BCSI (BuiIding Component Safety Information, by TPI and aTCA) for safety practices prior %' TC DL 10.0 PSF DATE 08/04/17 r• [o per£ormi ng these functions. Installers shall Provi de temporary bracing per BCSI. Unless noted ofherwi se. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shat I have braci ng I nstal I ed per BCSI �� BC DL 7.0 PSF DRW CAUSR7175 17216061 ,4 1 sections B3, B7 or B10 as applicable. Apply plates to each face of trussandpost ti on as shown above and on 1L1/20 7 II o the Joint Beta:ls, unless noted otherwise. Refer to drawl:ghost 160:-Z for s ands rd plate positions. 1 Alpine, a division pf, NPN Bw,tliry cpmPonenB crptp Ina. s„an net be resptnsime for any deviatipn Prem this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH draw:ng, any fah lure to loth I the truss In conformance with ANSI/TPI 1, or for handl Ing, shl pie ng, AN ITW COMPANY i nstal I au on R bracing of trusses. A seal an thin drawl9 •n,zo,�s TOT. LD. 42.0 PSF SEAN 129441 1 bi l I t y or cover page I I00.. Thi n draw l I I I MI rates acceptance of professions; eatl re I ng respMs y sol el a Por the dell pn erope The TPI t1bl I 1 ty and use of tel s drawl he for any structure 1 s the OCD •�� 8351 Rosana Circle respamlblllty of the&11l di ng Desi goer per ANSI/WI ,sea.2. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more infnrmaticn see t„is;ob.s general notes page and these web sites: Renews 8/30/2019 SPACI NG 24.0” JREF- 1W327175Z10 ALPINE: maw.al pi nei tw.corn; TPI: www,tpi nst.org; WTCA; www.sloth ndustry.corn; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - El) Top chord 2x4 HF #2 120 mph wind, 15.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W2, W3, W5, W9 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lateral I y brace bottom chord above filler wi th purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor Ioad applied per IBC-15 section 1607. for dead load is 2.00. 6X6(R) III T 1. 5X4 III 3X5�i X5�� 3X5 ee 3X5�i 12-10-13 40111 1010 A B-o 6X6= 11Af5I �s>sl�i 3x 3- T W3 2X4111 3X7= 1. 5X4111 3X5(B1) = 1. 5X4 III 3X5(B1) 1. 5X4 III 1. 5X III 3X5 1-2-0; 9-10-0 >< 20-2-0 '-1-i- -,-2----0 7-4 1 7-7-15 I 3-100 5-0-0 8 i_1Jo 5- -0 'I` 7-4-1 T 7-7-15 I� 15-0-0 -J.- 15-0-0 ,J I`3-10-0_1— 5-0-0 11_1_10 20-1-0 'I 30-0-0 Over 3 Supports >1 R=392 U=75 W=5.5" R=975 U=117 W=3.5" RL=249/-249 R=1581 U=194 W=5.5" Design Cri t: I BC2015/TPI -2014(STD) , 0 PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .# .� V FFS,S, OR/-/1/-/-/R/ Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 w`WARM NGI..READ AND FOLLOW ALL NOTES ON THIS DRAM Wel �y G 1 N F �� 825 N 4th Ave,Cornelius OR 97113 "I NPORFANT'• FIIRNI SH THISDRAM NG TO ALL CONTRACTORS I NCLUDI NO THE I NSTALLERS. UI r1 lcp y TC LL 25.0 PSF REF R7175- 1168 Trusses regalre extreme care In fabricating, handling, shlpal ng, Installing and bract ng. Refer to and follow 19575 9 TC DL 1 0.0 PSF DATE 08/04/17 the Iatest edition of SCSI (Bui Idi ng Component Safety Information, by TPI and'MCA) for safety practices prior to performing these functions. Installers shall Provide temporary bracing per BCSI. 1lnl ass noted otherwise. %I top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF 14116.4 rl gl d cei I I ng. Locatl ons shown for permanent I ateral restrai nt of webs shat I have bract ng instal I ed per BCSI alkDRW CAUSR7175 17216062 ,4 O�� 1 sections B3, B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on , the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-7 for standard plate positions. 0: X4/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH drawl dn Al pl a di vi si on of ITA Bui l dl ng Components Group Inc. sM1al l not be responsi bl a for any devi ati on from this OREGON g, any fol I to boi Id the truss In conformance vel th ANSI/TPI 1, or for handl I ng, old ppl ng, AN ITW COMPANY i metal ati on A braci ng of trusses. TOT.LD. 42.0 PSF SEAN- 129450 . A acct on MIs drool ng or cover page I I stl ng thl s drool ng, I ndl cotes acceptance of profess)and eagl nearing 'TAW�.n.20,i9# G'4, respond hlllty solely for the design shawl. The sultab'1 I ty and use of this drool ng for any structure Is theO` . DU R. FAC. 1. 1 5 FROM BB 8351 Rovana Circle rosponsl bill ty of the Bol Iding Desl goer per mast/71.1 1 Sec.2. Sacramento,CA 95828 For more Information see this,ob•s general notes page and these web sites SPACI NG 24.0" JREF- 1W327175Z10 ALPINE: www al pi Rel tw.can; TPI: wwre tpi net.orgy WLCA: wwre sbci ntlustry.Com. ICC: wow.lccsaFe.org Renews 8/30/2019 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - VV) Top chord 2x4 HF #2 120 mph wind, 16.06 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member • desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 2X4 III T 1. 5X4 III 1. 5X4 111 W4 (a) 11-11-15 10 1- 1. 5X4111 0-0-4 '� 4_9-10-14 1 2X4(D8R) % 1. 5X4 III 1. 5X4 III 2X4 III 1. 5X4 III FE2-4-74<-4-0-0—+-4-0-0--,-H3-10-4-7112 [<-- 14-4-7 Over Continuous Support R=45 PLF U=6 PLF W=14-4-7 RL=7/-3 PLF Design Cri t: I BC2015/TPI -2014(STD) w 0PROF PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 0 f .s 10 FSS, OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 wwWARNINGIww READ AND FOLLOwALL NOTES ONTNISDRAM NGI � aGINe• 'O TC LL 25.0 PSF REF R7175- 1169 h I "I NPOR ANT" FORM SH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97 13 Trusses regal re extreme care In fabrl cat I ng, handling, shi poi ng, Installing and bracing. Refer to and follow 19575 9 the latest edition of Bcti (Building component Safety I nformati on, by TPI and WTCA) for safety practi ces prior TC DL 1 0.0 PSF DATE 08/04/17 .^.! to performing these fundi ens. Installers shall provide temporary bracing per sCSI. Unless noted otherwise. %1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have braei ng I nstal I ed per BCSI �- BC DL 7.Q PSF DRW CAUSR7175 17216063 A 11 1 Osections 63, 87 or B10, as applicable. Apply plates to each face of truss and pusl t on as shown above and on _ 1 N I the Joint Details, unless noted otherwise. Refer[o drawings t60A-Z Por standard plate positions. Oi 14/20 7 I Alpine, a division of ITV Bulldirg Components Group Int. �hal1 not be responsible for any deiiau on from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to bul I the truss In conformance wl th ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMR4NY installation x bracing of trusses. v TOT. LD. 42.0 PSF SEQN- 129455 . A seal on tills drawl ng or cover page I 1 stl ng till s drool ng, I ndl rotas acceptance of professional en91 nserl ng 9p 40.20,19eb `'I responsl bill ty solely for the design slow. The sal Uhl l l ty and use of MIs drawing for any structure is the 01.D DUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responsi bill ty or the gall ding DR VV Desi guar per ANSI PI 1 Sec.2. • Sacramento,CA 95828 For more information see this lobs general notes page and these web sites: SPACI NG 24.0" J RE F- 1 W3 2 7 1 7 5Z 1 0 ALPINE: wwow al pi nei tw.cam TPI: www.tpi nst.org: WTCA: www.sbci ndustry.corn: ICC: wwwi ccsafe.org Renews 8/30/2019 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V) Top chord 2x4 HF #2 120 mph wind, 16.56 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=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 2X4 III 1. 5X4 III 1. 5X4 III • 10-11-15 • 1O F i 0-0-4 - +10-10-14 L 2X4(D8R) 1. 5X4 III 1. 5X4 III 2X4 III Fc 5-2-1 -I- 4-0-0 + 3-10-4�r2 k13-2-1 Over Continuous Support =1 R=45 PLF U=6 PLF W=13-2-1 RL=7/-3 PLF Desi gn Cri t: I BC2015/Tp/PI -2014(STD) • PRW PLT TYP. Wave FT/RT=2/0(O%)/4(0) 16.01. .• 1 •p.,.Sts, OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! INE- �, . 825 N 4th Ave,Cornelius OR 97113 '•INpORHT• TA • FtWwlsH TIM S DRAM NG To ALL CONTRACTORS INCWTHE E IxsrnLLEgs. & �G EFS OZ TC LL 250 PSF REF R7175- 1170 Trusses recite re extreme care i n fabri cats ng, handl I ng, shi ppl ng, i metal I i ng and bract ng. Refer to and fol l ow 19575 the latest edltlon of Bcsl (Bun di ng component safety Information, by TPI and VBCA) for safety practices prior TC DL 10.0 PSF DATE 08/04/17 El t7 to Performing these functions. tl nstallers shall Provi de temporary bracing per BCsI. Unless noted otherwise, %i top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri gid cel I I ng. Locati ons shown for permanent I atonal rostral nt of webs shat I have braci ng i metal I ed per BCS! DRW CAUSR7175 17216064 1I I�� ctrl ons B3. BT or B10, as applicable. Apply plates t0 each face o£truss and position as shown above and on �- A 1' O I the Joint petal ls, unless noted otherwise. Refer to drawings 160A-2 for standard plate post ti ons. 14/ o I Alpine, a division of ITW Bun di ng Components Group Inc. shall not be responsible for any deviation from this G2 / BC LL 0.0 PSF CA-ENG BFR/GWH drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shi ening, OREGON _ AN ITW COMPANY installation R bracing of trusses. ./ TOT. LD. 42.0 PSF SEAN- 129457 A seal on thl s drawl ng or cover page I I stl n9 thl s drawl nag I nal cotes acceptance of profess)anal engi noerl 9w�Oq_20 199' respond bl l I ty sol el y for the deet gn shawl. The sul tahl I I ty and use of thl s drawl ng for any structure I n the /1+ 8351 RovanBClrcle responslbl II ty of the Bul Idlag Wel per ANSI/TPI 1 Sec. OCD W, OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informan on see this job's general notes page and these web 51 tee: SPACI NG 24.0" JREF- 1W327175Z10 ALPINE: www.al pi mel tw.can; TPI: www.tel net.org: WTCA www.sbci ndustry.corn; ICC. www.iccsafe.org Renews 8/30/2019 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V1) Top chord 2x4 HF #2 120 mph wind, 17.06 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS 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. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead Ioad i s 2.00. 2X4 III 7- 1. 1. 5X4 III 1. 5X4 III • 9-11-15 10 p AI0-0-4 @ 11-10-14 2X4(D8R) 1. 5X4 III 1. 5X4 III 2X4 III �3-11-10 + 4-0-0 ]c 3-10-4�r2 1 11-11-10 Over Continuous Support R=45 PLF U=6 PLF W=11-11-10 RL=7/-3 PLF Desi gn Cri t: I BC2015/TPI -2014(STD) a PRS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1. �A •FFs� OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI•• READ AND FOLLONALL NOTES DNTHISDRAIN NGI SCO aG1NE 4 'Oy REF R7175- 1171 825 N 4th Ave,Comelius OR 97113 "I ItARTANT•• FURNISH TM S DRAM NG TO ALL CONTRACTORS INCLUDING 111E INSTALLERS. TC LL 25.0 PSF Trusses requl re extreme care i n fabri call ng, handling, shl ppl ng, I metal I I ng and bract ng. Refer to and fol I ow V 19575 1P TC DL 10.0 PSF DATE 08/04/17 the latest edi LI on of BCSI (Building Component Safety Informed on, by TPI and ARCA) for safety practices prior to performing these lunch'ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. , tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I 1 no. Locati ons shown for permanent I ateral restral nt of webs shat I have bract ng I metal I ed per BCSI - / I BC DL 7.0 PSF DRW CAUSR7175 17216065 ,4 �0�� 1 i sections 83, 87 ur 810, as applicable. Apply plates to each face of truss and post ti on as shown above and on II the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions 0: X4/20 7 BC LL Q.0 PSF CA-ENG BFR/GWH Alpine, a division of ITIN Boll di no Components Group Inc. shall not be respond hie for any deviation from this drawing, any fol l cera to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON . AN ITW COMPANY i metal I ati on s bracing of tresses. .g •4 TOT. LD. 42.0 PSF SEAN- 129459 . A seal on thl s drawl ng or cover paps I I stl n9 Moral I a drawl ng, I ndl cotes acceptance of profess' en91 neer'ng ' Ve M- responsl bI 1 I ty so'el y for the des'gn shawl. The sul tab'I I ty and use of thl s drawl ng for any structure I s the "R n•Z0,19 8361 RoyanaClrcle resew&bl I I ty of the Sul Iding Designer per ANSI./TP' 1 See.2. Q/ D w•��/ DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this jobs general notes page and these web sl hes: •• SPACING 24.0" JREF- 1W327175Z10 ALPINE: wwwal pi mel tw.con; TPI: www.tpi net.org; WTCA: www.sbci ndustry.com. ICC: www.I ccsafe.org Renews 8/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ' (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V2) Top chord 2x4 HF #2 120 mph wind, 17.56 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. See DWG VAL160101014 for valley details. 4X5 ..11, 111 -1 / 8-11-15 10 � 10 Als 111 LL 0-0-4 I 0-0-4 4_12-10-14 i 2X4(D8R) 5X5= 2X4(D8R) —2-9-4 >< 4-0-0 4-0-0 'lc 4-0-0 + 4-0-0 >fc 2-9-4—>i L 10-9-4 I 10-9-4 -J F< 21-6-7 Over Continuous Support >1 R=90 PLF U=13 PLF W=21-6-7 RL=7/-7 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) .e0 PROF PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01. '0 1 F44 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES TO THIS DRAIN ''�w Ix61`5 �• TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 tti TANT•t FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING NG THE INSTALLERS. V Z REF R7175- 1172 Trusses regui re extreme care 1 n fabri cat ng, handl I ng, shi poi ng, I nstal I Ing and bract ng. Refer to and fol I ow • 19575 TC DL 10.0 PSF DATE 08/04/17 the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practices prl or 1 to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, Ad, top chord shall have properly attached structural sheath,ng and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI all a BC DL 7.0 PSF DRW CAUSR71 75 17216066 , L�� sections 83, 87 or B10, as applicable. Applabove and on y plates to each face of truss and position as shown A 11the del nt Detal I s, ural ess noted otherwl se. Refer to drawl rags 160Ad for standard pi ate post tl ons. 0: X4/20 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, a di„islon of ITw Building Components Group Inc. ,hall not be responsible for any deviation from this OREGON v drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, 551 ppl ng, AN ITwC.OMRANY installation R bracing of tresses. TOT. LD. 42.0 PSF SEAN- 129461 . A seal on thin drawl ng or cover page I I st1 ng this drawl ng I ndl Cates acceptance of professional engl heed rap 9/Q •0.20,19 4 f responsi bill ty sol ely for the dost go show,. The sul tab)II ty and use of this drawl ng for any structure Is the 01. , W_ OUR. FAC. 1. 15 FROM BB 8351 Roualla Circle responai IAI I ty or the ad i dl ng Designer per ANSI/TPI 1 See.z. Sacramento,CA 95828 For more i nformati on see this j oh's general notes page and these web sI tes: ALPI NE: www.al pl mei tw.cam TPI: Www.tpi nst.org: WTCA: www.sbci ndustry.cam, I CC: www.I ccsafe.org Renews 613082019 SPACING 24.0" J RE F- 1 W327175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Wi ndwood AH lot 11 Hazel -- VERIFY VERI FY, OR - V3) Top chord 2x4 HF #2 120 mph wind, 18.06 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=0.6 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 load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead load is 2.00. 4X5 n 10 7 10 7-11-15 13-10-14 i 2X4 D8R 2X4(D8R FE1-7-2—I< 4-0-0 >I< 4-0-0 >I< 4-0-0 >l< 4-0-0 >I<1-7-2R-I I, 9-7-2 I 9-7-2 19-2-4 Over Continuous Support R=89 PLF U=13 PLF W=19-3-15 RL=7/-7 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) .gpPROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0. 1 S' OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 •wWARNINGI•w READ AND FOLLON ALL NOTES ON THIS DRMHGI ‘1GI EF 04. TC LL 25.0 PSF ••IIPORfANr•• FURNISH This DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. nREF R7175- 1173 825 N 4t Ave,Cornelius OR 97113 es extreme euro I n Pearl curl n handl n :hl 19575 r require g, g, pp ng, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and w1CA) for safety practices prior • A TC DL 10.0 PSF DATE 08/04/17 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 1 ,4111h, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I I ng. Locations shown for permanent I ateral restraint of webs shal I have bracing I natal I ed per BCSI 4111WBC DL 7.0 PSF DRW CAUSR7175 17216067 ,4 L � I se tions 63, B)or 810, as applicable Apply plates to each face of truss and puss'II on as shown above and on the Joint Betan s, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. 0: 14/20 BC LL O.0 PSF CA-ENG BFR/GWH I Alpine, a di vi sl on of ITW Buil di ng Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any failure to build the truss In conformance wi til ANSI/TPI 1, or for handling, sill ppl ng, J AN ITW COMPANY i nstal I ati on&bract ng of tresses. TOT. LD. 42.0 PSF SEQN- 129463 A seal on this drawing or cover page I i sti ng this drawing, I ndl cotes acceptance of professional snpl nesri ng ir1 v+n•20,i9� G respond blllty solely for the design shown. The suitabil Ity and use of this drawing for any structure Is the 01. I W.�1 DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bill ty of the But Iding Designer par ANSI/TP1 1 Sec.2, Sacramento,CA 95828 For more i nformati on see this Jab•s general notes page and these web si res: SPAC I NG 24.0" J REF- 1 W327175Z 10 ALPINE: www.al pi mel tw.can: TPI: www.tpl net.org: WTCA: www.sbcl ndustry.con, ICC: www.i ccsafe.erg Renews 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V4) Top chord 2x4 HF #2 120 mph wind, 18.56 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 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 load. Creep increase factor See DWG VAL160101014 for valley details. for dead Ioad is 2.00. 4X5= 1 R1 AfiiI 10 10 1. 5X4 III 1. 5X4 111 6-11-15 0-0-4 G 1 1 O 0-0-4 — - , . 4_14-10-14 i 2X4(D8R) 0 1. 5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) 4-4-7 + 4-0-0 + 4-0-0 + 4-4-7 Ir 8-4-7 J, 8-4-7 -J 16-8-14 Over Continuous Support R=89 PLF U=14 PLF W=16-8-14 RL=7/-7 PLF PLT TYP. Wave Design Cri t: I B T/RT 2%(08/8 /4 (STD) 16.01. 0. % PROFFS' S ••WARNI NGI*•READ AND FOLLON ALL NOTES ON THIS DRAWING! ( ` G'��1. ,a, OR/-/1/-/-/R/- Scale =. 375"/Ft. TrussComponentsN4 hAve,sofOregon (503)357-..118 —impoRrurr. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F TC LL 25.0 PSF REF R7175- 1174 825 N 4th Ave,Cornelius OR 97113 19575 y Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow DATE 08/04/17 and latest edition of BCSI (Building Component Safety Information, by TPI WTCA) for safety procu res prior • TC DL 10.0 PSF to performing these fundi ons. 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 attachedAir rigid eel l log. Locatl ons shown for permanent Iateral restral nt of webs shall have bracing I metal I per BCSI /- % BC DL 7.0 PSF DRW CAUSR71 75 17216068 All .1=) N sect)ons B3, B)or 610, as applicable. Apply plates to each face of truss and position as shown above and on l I the Joint Details, unless noted otherwise. Refer to drawl ngs 160A-Z for stantlard plate post tl ons. 0: 1420 I ' Alpine, a division of ITN Buildlrg Components Group Ino, shall not he responsible for any deviation from this /� OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fol lure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. 0 TOT. LD. 42.0 PSF SEAN- 129465 AN ITW COMPANY i metal I at on N brace ng of trusses. y . A seel on thl s drawing or Cover page I 1 sti ng this drawing, Indicates acceptance of professional N l ql nor1 Ba ''1-0L+n•20,14b G e responsI hi II ty sol el y for the design shown. The sal feel I i ty and use of thl s drawl hg Tor any structure I s the , "'.N`/ DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl I I ty or the Sul I ding Designer per ANSI/TPI 1 Sec.2. •. Sacramento,CA 95828 For more I nfermatl on see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W327175Z10 ALPINE: www.al pi mel tw.con; Tel: wwn:x.tpi nst.org: ARCA: www.sbci ndustry.coICC: wwx.,ccsafe.org Renews 6/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V5) Top chord 2x4 HF #2 120 mph wind, 19.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead load is 2.00. 4X5= PA 10 p 10 1. 5X4 III 1 7 1. 5X4 111 6-0-14 0-0-4 O W 0-1-3 7- .) 15-10-14 / 2X4(D8R) 1. 5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) Fc 3-3-3 + 4-0-0 4-0-0 + 3-2-1--,-I 7-3-3 I 7-2-1 14-5-3 Over Continuous Support >1 R=89 PLF U=14 PLF W=14-5-3 RL=7/-7 PLF Design Cri t: I BC2015/TPI -2014(STD) ,EOPROp . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. $0 `rift OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI NG, •P� 825 N 4th Ave,Cornelius OR 97113 •'d NPORTANr•• FURNISH TNI S DRAW1 NG TO ALL CONTRACTORS INCLUDING TME I NSTALLERS. 19575 �Q 'L TC LL 25.0 PSF REF 8717 5 1175 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 9` , TC DL 1 0.0 PSF DATE 08/04/17 the latest edi ti On of BCSI (Building Component Safety information, by TPI and 1TCA) for safety practices prior • 1 to perform)ng these functi ons. Installers shat I provi de temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properly attached / rigid cell Ing. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per BCSI I- BC DL 7.0 PSF DRW CAUSR7175 17216069 ,4 �0�� i sections B3, B7 or 510, as applicable. Apply plates to each face of truss and position as shown above and on 14/20 II I the nt netalls, unless noted otherwise. Refer to drawings 1600.z for standard pi ate polltei ons. BC LL 0.0 PSF CA-ENG BFR/GWH I ' AI PI ne, a dl vl si on of ITW Buil di rg Canponents Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I natal I ati on&bract ng of tresses. i "•n.29 a.° TOT. LD. 42.0 PSF SEAN- 129467 sand. A on thl s drawl ng or ewer page I I std n9 thl s drawl ng, I ndl sates acceptance of profess)oral en91 neer)n9 9' _W •♦_�y respond bi I1 ty sol el y for tiro design sheen. Ti..sal tab)I I ty and use of this drawl ng for any structure I s the DUR. FAC. 1. 15 FROM BB 8351 Rosana Circle respond bi I 1 ty of the Hui I dl ng Designer per ANSI/TPI 1 500.2. Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: SPACING 24.0" JREF- 1W327175Z10 ALPINE: www.al pi net tw.can; TPI: www.tel net.org; wTCA: wax shot ndustry.own; ICC: wow.l ccsafe.org Renews 8(30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V6) Top chord 2x4 HF #2 120 mph wind, 19.60 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10,00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5= 'J. 10 F 110 1. 5X4 III 1. 5X4 III 5-0-14 0-0-4 _�Ai 0-1-3 r `- 16-10-14 / 2X4(D8R) % 1. 5X4 III 1. 5X4 III 1. 5X4 III 2X4(D8R) H-2-0-12 T 4-0-0 -4-- 4-0-0 + 1-11-10--H 6-0-12 5-11-10 12-0-6 Over Continuous Support >1 R=89 PLF U=14 PLF W=12-0-6 RL=7/-7 PLF Desi gn Cri t: I BC2015/TPI -2014(STD) ,e0 PROFF PLT TYP. Wave FT/RT=2°/s(0°/B)/4(0) 16.01. 4., G�#.F `Sit', OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ...WARM NGI••READ D FOLLOW ALL NOTES ON THIS OWING! N 825 N 4t Ave,Cornelius OR 97113 "IIroRTANr•• r RNlsx TNIs DRAM NG TO ALL CONTRACTORS INCLUDING THE INBTALtFRs. 19575 TC LL 25.0 PSF REF R7175— 1176 _ Trusses repel re extreme care In fabricating, handling, shipping, InstalIing and bracing. Refer to and follow TC DL 10.0 PSF DATE 08/04/17 the latest edition of BCSI (Bul l ding Component Safety I nformati on, by TPI and ARCA) for safety practl cos prior 1 „ to Performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / ri gid cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng I neral I ed per SCSI e- BC DL 7.0 PSF DRW CAUSR71 75 17216070 ,4 �0�� sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on O: 14/20 I the Joint Betel Is, unless noted otherwise. Refer to drawings 16oA_Z for standard plate posItlons. I Alpine, a division of ITW Building Components Group Inc. shall not be responsible For any tlevlatlon from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH 1 drawl ng, any fah lure to bul 1 the truss In conformance vel th ANSI/TPI 1, or for handl 1 ng, shl ppl ng, AN ITW COMPANY I nstal I ati on 5 bracing of trusses. V . A seal on tnls drawing or cover page 11.01ng this drawl ng, ISAlrates eeceptenee of professional ��•20,19 TOT. LD. 42.0 PSF SEQN- 129469 res0onsi bi I l ty solely for the design shown. The sal tab'I I t0 and Use of this drove ng for any structure I s the 8351 Rovana Circle re00000I bill ty of the BDliding Deal gner per ANSI/TPI 1 Sec.2. 11;6 en. W•�� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see thi s)ob.s general notes page and these web sites: Renews 6/30/2019 SPACING 24.0" J REF— 1 W32 7 1 75 Z 1 O ALPINE: www.al pi net<w.com: TPI: www.Spinet.org, aTCA: www. ICC: www.w THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V7) Top chord 2x4 HF #2 120 mph wind, 20.06 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 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 live and L/240 total Ioad. Creep increase factor See DWG VAL160101014 for valley details. for dead load is 2.00. 4X5= i PA 10 F hiliohl„.. 3-11-15 0-0-4 ,= I = 0-0-4 +17-10-14 i 2X4(D8R) 1. 5X4 III 2X4(D8R) s 4-9-4 + 4-9-4 I, 4-9-4 J, 4-9-4 J 9-6-7 Over Continuous Support R=89 PLF U=14 PLF W=9-6-7 RL=7/-7 PLF Design Cri t: I BC2015/TPI -2014(STD) .so PROP . PLT TYP. Wave FT/RT=2a/a O% /4 0 16.01. .• : S' OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 wwWARNI NGI'w READ AND FOLLOW ALL NOTES ON THIS DRAM NGI !%� E� O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ^I(PORTANT^ PUNA SN T111 s oRAm NG To ALL CONTRACTORS I NCIUAI NG THE INSTAL FRS. U ZREF R7175— 117 7 Trusses extreme care I n fabrl call n handl i n shi - 18575 red(tIo g, g, aping, Installing and bracing. Refer to and fol TC DL 1 0.0 PSF DATE 08/04/17 the latest edition of BCSI null ding Component Safety Information, by TPI are MTCSI for safety practices prior r %1 Ti. to performing these functions. Installers shall prow;de temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,4164, ri gid<e1 I ng. Lo<ati en=shown for permanent ateral rests;nt of webs sM1al I have bract ng i o=ral I ed per BC51 I� BC DL 7.0 PSF DRW CAUSR7175 17216071 ,4 ��)� sect;ons B3, BT or B10, as applicable. Apply plates to each face of truss and pusi21on as shown above and on 14/20 7 the Joint oetan s, Boles=noted otherwise. Refer to drawings 160A-,for standard plate positions BC LL 0.0 PSF CA—ENG BFR/GWH I Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any fa;l ure to but I d the truss I n conformance with ANSI/TPI 1, or for handl l ng, shi ppi ng, teei AN ITW COMRANY i o=ral I at;on w bract ng of trusses. e9 "an Yur 18 y TOT. LD. 42.0 PSF SEON— 129471 A seal 00 this drawl ng or cover peps I I stl Ing thl s drawl I ndl cotes&eeeptsnce of prof ssl ctrl e091 neer)ng respansl bill ty solely for the deal gn ehann. The 5Ul tab(II ty and use of thio drawl ng for any structure Is the Oi.0 W.N� OUR. FAC. 1. 15 FROM BB 8351 Rovena Circle responsl bl I 1 ty of the IA11 I ding Desi peer per ANSI/TPI 1 sec.2. Sacramento,CA 95828 For more I nformat;on see th;s j ob.s general notes page and these web s;res: ALP(NE: mei.al pi Bel tw.can; TPI: www.tai net.org: VTCA: www.sbci ndustry.corn: ICC: www.i ccsafe.org Renew88/30/2019 SPACING 24.0" J REF— 1 W327175Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HI LLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V8) Top chord 2x4 HF #2 120 mph wi nd, 20.54 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead I oad i s 2.00. 4X5= 10 F 10 3-0-14 0-0-4 IF" = 0-0-4 .111111111111111=11M1=1111111kali,' 4_18-10-3 i 2X4(D8R) % 1. 5X4 III 2X4(D8R) 3-8-0 + 3-8-0 3-8-0 I 3-8-0 I 1 7-3-15 Over Continuous Support R=89 PLF U=14 PLF W=7-3-15 RL=7/-7 PLF Desi gn Cri t: I BC2015/TPI -2014(STD) QO PROp . PLT TYP. Wave FT/RT=2%6(0%)/4(0) 16.01. 0< <9 `A OR/-/1/-/-/R/- Scale =. 5"/Ft. Components I�e Truss 825 N 4th nesAvets o lies oR O 1137^118 •t• F RNI H HIS AND NG TO ALL NOTES TO THIS DRAM NG 0� !1Q El�`4 D.y TC LL 25.0 PSF REF R7175 1178 •'l IPORTANf•• FURNISH THIS DRAWING NG TO ALL COwfMC7DRS I NCLUDI NG THE INSTALLERS. 19576 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Bull ding Component Safety Information, by TPI and WfCA) for safety practices prior • %, TC DL 10.0 PSF DATE 08/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I Ing. Locati ons shown for permanent I stewsl restrai nt of webs shall have bract ng i metal I ed per BCSI (-. / BC DL 7.0 PSF DRW CAUSR7175 17216072 1 sections B3, BtZ or B10, as saga!Icab!e. Apply pi ales to each face of truss and post ti on as shown above and on 0. 14/20 7 ,4 [1"0I the Joint Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate post ti ons. G Alpine, a division of ITW Elul Components Group Inc shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH -1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shippin AN ITWCOMPNIY installation A bracing of trusses e9 "4n Zu 19� TOT. LD. 42.0 PSF SEQN- 129473 . A seal on till s drawl nag or cover page I 1 sti ng tM s drawl ng, I nil sates acceptance of profess!onal sag!neerl ngreagenslmllty solely Ter the design sham. The sultablllty and use of tills drawl ng for any structure Is the "-OLD W• DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respensi bi I I ty of the Sul ldl ng Desll ner per ANSI/TPI 1 Sob.2. Sacramento,CA 95828 For more information see thi s J ob•s general notes page and these web sl les: ALPI NE: wow.al pi mei tw.coax TPI: www tai net ora; WTCA: wwn.,sbci ndustry.coax ICC. www.I ccsafe.org Renews 6/30r2019 SPACING 24.0" J RE F- 1W327175Z10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817027--PARR LUMBER-HILLSBORO -Windwood AH lot 11 Hazel -- VERIFY VERIFY, OR - V9) Top chord 2x4 HF #2 120 mph wind, 21.00 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd loads and reacti ons based on MWFRS wi th additional C&C member • load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWG VAL160101014 for valley details. for dead load is 2.00. • 0-3-5 11 4X5= 10 10 /�1 1-10-9 0-0-4-0! .. ■ 0 0-0-4 1 ■ _ 19-10-14 / 2X4(D8R) 1. 5X4 III 2X4(D8R) H 2-4-7 4- 2-4-7-,1 2-4-7 _I, 2-4-7 _I l<4-8-14 Over Continuous Support' R=88 PLF U=14 PLF W=4-8-14 RL=6/-6 PLF Design Cri t: I BC2015/TPI -2014(STD) .EO PRO/k, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 00 : I1. S',p OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAYI1SGI U� �G ��l`A. TC LL 25.0 PSF REF R7175- 1179 825 N 4th Ave,Comelius OR 97113 ••1IpORrA1(f•• FURNISH THIS BlurI NG TO ALL CONTRACTORS I NM=NG THE INSTALLERS. Y 9575 �Ti Trusses regui re extreme care In fabricating, handling, shl poi ng, I nstal Il ng and bracing. Refer to and follow the latest edition of BCSI (Buliding Component Safety Information, by TPI and WTCA) for safety practices prier ' r , TC DL 10.0 PSF DATE 08/04/17 to performing these fundi ons. Installers shall Provide temporary bracing per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl al d cel I i ng. Locatl ons shown for permanent I ateral restrai nt of webs shat 1 have bract ng I neral I ed per BCSI e- % BC DL 7.0 PSF DRW CALISR7175 17216073 ctrl ons 63, B7 or 810, as applicable. Apply plates to each face of truss and poli ti on as shown above and o ' the Joint Details, unless noted otherwise. Refer to drawin t60A-Z for standartl late tions. n Q� �4�20 ,4I1 L FJ N I gs e poli BC LL 0.0 PSF CA-ENG BFR/GWH I AI pi ne, a di vi si on of I TW eui 1 di rg truss I necon Group Inc. shat I not be rorfori baa for any 551 ppI ati on from thi s 0 OREGON J drawing, any failure[e build the truss In conformance wl th ANSI/TPI 1, or for handl I ng, pping, AN ITW COMPANY i nstai i at on s bracing of trusses. V TOT. LD. 42.0 PSF SEAN- 129475 . A seal on teas drawl ng Si'Cover peps I I Sting teas drawl nib I nil cotes acceptance of professl Oral nog nserl /A rl•20,106 8351 Rovana Circle respo nl bl 11 Ly oT Sly for I the eep edesign sham. The ANSI/TPI tibl I I ty and use of thl s drawing for any structure is the •0i.DVki•�� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this fobs general notes page and these web sites: SPACI NG 24.0" JREF- 1W327175Z10 ALPINE: www.al pi we;tw.corn; TPI: www.tpl nst.org: Wick www.sbci nustry.con; ICC: www.i ccsafe.org Renews 6/30/2019 R Rein - o /- ting V' e -nber S , kDs Li tL, kion 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-Reinforcement: or reinforcement method is desired. L-Reinf, ,� ,` Apply to either side of web narrow face, ,, Attach with 10d (0,128"x3,0",min) 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. . Alternative reinforcement specified in chart below may be conservative, M- For minimum alternative reinforcement, re-run design with appropriate g reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0,128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" ac, Reinforcing member is a 2x6 2 rows 2x6 2-2x4U1O minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 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. Ili.010 Center scab on wide face of web. Apply (1) scab to each face of web, MEM 4�ED PROFS V% wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! Co- ` G,IJ FOP 0 I. T C LL PSF REF CLR S u b s t. ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19676 • Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and , �" follow the latest edition of HCSI (Building Component Safety Information, by TPI and SOCA) for safety /r TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom chord BC DL PSF DRWG BRCLBSUB1014 shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 0. 14 20 7 �I -11 fl g shall have bracing installed per BCSI sections B3, B7 or Blg,as applicable. Apply plates to each face Q II\\�II of truss and position as shown above and on the Joint Details,unless noted otherwise. OREGON BC LL PSF lJ Refer to drawings 160A-Z for standard plate positions, 0Q/04/17 ^'O4/1 J AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 9,Q �� 4U Or.- `,, TOT. LD. PSF this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, V installation 4 bracing of trusse "„, A seal an this drawing or cover page listing this drawing.Indicates acceptance of professional OC W •' engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC, 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 613012019 a SPACING ALPINE. www.alpineitw.comi TPI www.tpinstargi SBCA' www.sbcindustry.orgi ICC' www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 • 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 "L' Brace * (2) 2x4 'L' Brace AA (1) 2x6 'L' Brace A (2) 2x6 "L" Brace ww Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: • Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 10' 8' 1' 9' 3" 9' 7' • 11' 0' 11' 5' 14' 0' 14' 0' 14' 0" 14' 0' #1 / #2 Standard #2 Stud U S #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard C —_f Stud 4' 4' 7' 2" 7' 7' 9' 1' 9' 5" 10' 10' 11' 4' 14' 0' 14' 0' 14' 0" , 14' 0' F 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 Pine.. Cu #1 4' 10' 7' 11' 8' 2' 9' 4" 9' 8" 11' 1" 11' 6" 14' 0' 14' 0' 14' 0" 14' 0' #3 #3 S #2 4' 7' 7' 10' 8' 1" 9' 3" 9' 7" I1' 0' 11' S" 14' 0' 14' 0" 14' 0" 14' 0' Stud Stud Standard Standard #3 4' 6" 6' 6" 6' 11' 8' 7' 9' 2" 10' 11' 11' 4" 13' 6" 14' 0" 14' 0' 14' 0' (U DFL 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_ SPF #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 _- - #3 5' 0" 8' 10' 9' 3" 10' 5" 10' 10' 12' 5' 12' 11" 14' 0° 14' 0" 14' 0" 14' 0' #1 & Btr cr U_ H Stud 5' 0' 8' 9" 9' 2" 10' 5' 10' 10' 12' 5' 12' 11" 14' 0' 14' 0" 14' 0' 14' 0' #1 cu O f Standard 5' 0' 7' 6" 8' 0" 10' 1" • 10' 9" 12' 5' 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pinewww \ #1 5' 6' 9' 1" 9' 5° 10' 8" 11' 1' 12' 8' 13' 2" 14' 0" 14' 0" 14' 0" 14' 0' #1 #1 / SP #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), Stud 5' 0" 7' 11' 8' 5' 10' 6" 10' 11" 12' 6' 13' 0' 14' 0" 14' 0" 14' 0' 14' 0" �I L wwwFor 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 0 #1 / #2 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 SPP #3 5' 6" 9' 8° 10' 1" 11' 6" 11' 11' 13' 8' 14' 0" L4' 0" 14' 0" 14' 0' 14' 0' Gable Truss Detail Notes: U r 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 r 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 Of 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). Ci 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, D F L 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 lc"c Attach 'L' braces with l0d (0,128'x3,0' min) nails. About l able Truss I 41 A( For (1) "L' brace, space nails at 2' :: es .c. �'i. in 18' end zones and 4' o.c between Diagonal brace opion: a2Lacndzesndo.c. between . vertical length may be � 111doubled when diagonal 18" � �0 "L" bracing mustbea minimum of 80% ofwebbrace is used. Connect r� 0member length.diagonal brace far 385# `L" nt each end. Max web Brace �`� Gable Vertical Plate Sizestotal length is 14'. :::( `/ , Vertical LengthNo Splice 2x4 DF-L #2 orLess than 4' 0' 1X4 or 2X3 Greater than 4' 0', but better diagonal less than 11' 6' 2X4 Vertical len th shown brace; singleIn table above, or double cut +Q + Greater than11' 6' 3X' 45' (asshown) atL R R u n R i 0 + Refer to common truss design for upper end. LJ LJ LJ LJ Q ` peak, splice, andheelplates./ / �` / / ontlnuous �ng� Refer to the Building Designer for conditions Connect diagonal at I PROF not addressed by this detail, midpoint of vertical web. Refer to chart above fa c ��:., -' - ti Tj' � 1 h. ...WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� oGINe . '0 REF ASCE7-10-GAB12030 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41 1- Trusses require extreme care in fabricating,handling, shipping,Installing and bracing. Refer to and 19575 - fallow the latest edition mi BCSI(Building Component Safety Information, a TPI and acA) for safety r �r' DATE 10�01�14 •practices parr-to performing these functions. Installers shall provide temporary bracing per SCSI. 1 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DR WG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,as applicable. Apply plates to each face a oof truss and position as shown above and on the Joint Details, unless noted otherwise. Q: 14/20 7 �� Refer to drawings 160*-Z for standard pints positions. ' ^ ��N J AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from yY_(//�J this drawing, y failure to build the truss in conformance with ANSI/TPI 1, or for haling, shipping, MAX. TOT, LD. 60 PSE Installation s any of trusses. iib nn.20 '19! (`i 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 O`D \.1"N 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: MAX. SPACING 24.0" ALPINE, wwwolpineitw.comi TPI wwwtp!nst.orgi SBCA, www.sbc!ndustry.argl ICG www.iccsofe.org Renews 6/30/2919 GaoLe ie -taiL (?I For Let-in Verticals Gable Truss Plate Sizes About` O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 +Q Ref er to Engineered truss design for peak, splice, web, and heel plates. 111.11191 © ®If gable vertical plates overlap, use a single plate that covers the total area of . the overlapped plates to span the web. Gable 4 © © , Lengt'1 O Example, 2X4 1 cyp, 12X4 ' 2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member )114P . , Toe-Hall - ❑r - /� End-nail 11 ii �, 11111114111 `� ` 111x\\\/ w �, wl \ To convert from 'L' to 'T' reinforcing members, •• OO multiply "T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail), Attach each 'T' reinforcing member with • End Driven Nails: Maximum allowable "T` reinforced gable vertical Sod 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 Toenalled Nails: 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "I" Brace � �� 4 Nails �� (4) toenails in the top and bottom chords. 'T' Reinf. 'T` This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 213015051014, 212015051014, 211015051014, 210015051014, 214015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, 210030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 GablesSpaced At ASCE 7-10 Gable Detail Drawin s Gable Vertical = 24'o,c, SP #3 Truss P 9 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015ENDLO1014, A20015PED101014, 'T" Brace Increase (From Above) = 307, = 1.30 T, i A1153OENC101014, A12030ENC101014, A14030ENCL01014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A2003OENC101014, A2003OEND101014, A2003OPED101014 Maximum "T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. ri 4 Nails '� �� 4 Ceiling 1 �6,Ep PROF,. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING' �� aGiNFF Wi0 REE LET-IN VERT ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. n /L Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and 19575 -7' 'y DATE 10/01/14 � follow the Latest edition BCSIt (Building Component Safety Information, a TPI and SUCH) for safety r f practices prior to dation performing these functions. Installers shall provide temporary bracing per BCS' I Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1- �LJ )-11 g R shall have bracing Installed per BCSL sections t3, J ar H10, l ,applicable. Apply plates {o enc' face \\ li of truss and position as sown obove and on {he Joint Details, unless noted otherwise. 0 �4 20 7 974 u �J Refer to drawings 1602-Z for standard plate positions. O�p�= AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from OTVW� this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, y4"."'i944 MAX, 'ET n PSF installation& racing of trusse - '9 ".yp,19 Fi/� L 1J 60 t. A seal on this drawing orcover page listing this drawing,indicates acceptance f professional a engineering responsibility solely For the design shown, The suitability and use of this drawing O`D W •_ OUR. EAC. ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see e this job's general notes page and these web sites ALPINE www.alpineltw.coml TPIwww.tpinst.orgl SHCA: wwwsbcindustry.org' ICC: www.iccsafe.org Renews 6/30/2019 MAX, SPACING 24,0" ASCE 710: 120 mph, 30' Mean Height Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Sti-rf eners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: 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: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun • - (0.128" x 3", min.) nails @ 6" o c, 1 • • I�1 2X4 Blocking nailed to 45° sheathing and za' Max 11* *,each truss cryP� 1IH `i`=- II II 111 111 II 2X4 DF-L #2 H/2 or better diagonal brace, Attach each end for 560#, 6111 111111111111111111111\_ ' k y /im■�■i■u ont •u• Bearing •■ ■ ■ \\ - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, 4��Ep PROFcSS+ wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �9 �G I N Flt t) REE GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 19575 4 2 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and 9DATE 10/01/14 Follow the latest edition of BCS! <Building Component Safety Information, by TPI and SBCA) for safety ' r , practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 44111i .40 /'�I I Ij i i FI shall have bracing installed per SCSI sections 53, B7 or-510, as applicable. Apply plates to each Face 0: 14/20 7 / IIJI�\__ of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. oGBri.cau Alpine,a division of ITN Building Components Group Inc. shall not be responsible for any deviation From AN TW COMPANY u ��//,, this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, 9 'lin.20 �9� MAX, T❑T, LD, 60 PSE Installation g bracing of trusse A seal on this drawing or cover er page listing this drawing,indicates acceptance f professional engineering responsibility solely for the design shown. The suitability and use of this drawing OLD W. for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. EarthCity,MO 3045 For more Information see this job's l notes and these web sites: Earth M063046 ALPINE. www,olpineltw.comi TPI ewww.tpint.org eSBCA. www.sbci d stry.org)ICC, www.lccsafearg Renews 6/30/2019 MAX, SPACING Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9" apply 2x4 "T" reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box (0.128" x 3.0") nails at 6" o.c. In lieu of "T" reinforcement, 2x4 Continuous Attach each valley to every supporting truss with: Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135" x 3.5") nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 100 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation, Building, Exp. D, Wind TC DL=5 psf, Kzt = 100 Or Purling at 24" o,c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from )K** Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0". 2 4X4 X4 ■ 12 3X4 Valley '■ 12 Max, I— Spacing 2X4 X4 Pitched Cut 8 0 0 max Bottom Chord Square Cut Stubbed Valley Optional Hip Valley Bottom Chord End Detail Joint Detail 4X4 oe-nailed Valley ** 12 • Common Trusses 12 Max. at 24" o,c, 1X3 0 Volley Set 1X31X3 _ 6-0-0 �� at 24" o.c.. 1X3 5X4/SPL (Max Spacing) 1X3 2X4 Q QUf`9 1T .. SP 11 m ,4N N Common Trusses Partial Framing Plan Supporting trusses at 24" o,c. maximum spacing. ��0 PROFF e=VURNINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 30 30 40PSF REF VALLEY DETAIL weIMPORTANTww FURNISH THIS DRAWING TO ALL , ACTORS INCLUDING THE INSTALLERS. '` �GINFt� s,0 Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and \ follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety (J Z TC DL 20 15 7PSF DATE 10/01/2014 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. 19575 7 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord I S BC DL 10 10 10 PSF DRWG VAL160101014 II shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs l Ail', =F� Ir shall have bracing osi installedsper SCSIand sections 53,B7 or BIO, as applicable. Applyt plates to each face i \\\villi of truss and position as forshown above and on the Joint Details,unless noted otherwise. ' BCLL 0 0 0 PSF Refer to drawings I60A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from 0: 14/20 7 TO. LD. 60 55 57PSF AN ITW COMPANY -this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling,shipping, �{j �.( installation 4 bracing of trusse Qjl'/�J /r/" A seal on this drawing orcover page listing this drawing,indicates acceptance of professional engineering responsibility slely for the design shown. The suitability and use of this drawing 141 20,19 DUR.FAC.1.25/1.33 1.15 1.15 13389 Lakefront Drive for anc y structure is the responsibility of the Building Designer per ANSI/TPI I Set. / N Earth City,MO 63045 For more information see this Job's general notes page and these web sites. ROLA�• SPACING 24.0" ALPINE: www.alpineitw.com;TPD www.tpinst,org: SBCA. w w.sbclndustry.orgl ICC.www.ccsafe.org Renews 6/30/2019