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Plans (81) CI�Ty QF � RDo2S� RECEIVED : ' Approved by Pian ing JUN 292.017 Date: - ---E - Initials: 1 SdCITYOFTIGARD BUILDING� IV15I�>�i 8'-0" 22'-0" 37'-71" O N 88°00"27" `\/W,,,,, 0\1 > \ �� 67.61'0 ►1i4 8' - .I P.U.E. 1 ' 1 i..... , `54LI 1 .. I I, 1 1 I GARAGE a°CONC. DRIVEWAY EL=314.0' 135oa RAL 15-72: ............ 1 CC II 3/4' co h1,0 . .....L_._ ...... WATER �� - 3700 I I o 1 MAIN FLOOR 'I, H. EL.:314.5' 'z CO -(C0). O I 0 .1.T MO I m O L0 o 1__. f H. 1 • 3j0,,,,1,,, / � I ,,, 4 i- i 1,)„� PORCH II ntiJ ` 1„_ 31 ——1! § / L I �5, Iii” L I I : i:o? / VISLON iD o CLEARANCE N // EASEMENT 0(' _ S 88°4419 E 176 301 ill 47.90 30'-0" , CONC. S.W. GAARDE STREET D LANWALLAPE 2 2 JUN 2 017 M R R SCALE 1 " = 2 0 ' - 0 " ALAN MASCTHE DESIGN ASSOCIATES.INC.IS NOT CITY OF T GARD 22166 LIABLE FOR THE ACCURACY OF THE TOPOGRAPHY ■ INFORMATION,IT IS THE SOLE RESPONSIBILITY LU THE MEDALLION MEADOWS BUILDER TO VERIFY ALL SITE CONDITIONS,INCLUDING ANY FILL PLACED ON THE SITE AND NOTIFY THE LOT 26 OWNERS OF ANY POTENTIAL FIELD MODIFICATIONS. COLLECTIONDESNAns>soou►TES .NO. BY: J.T. ROTH CONST. ALAN INNOORD3,z x:I u"="5'.=A°o„o°:.wm°s0-0., ( 7,257 SQ. FT.) r . RECEIVED JUN 2 9 2017 CITY OF TIGARD BUILDING DIVISION 70' H I" 20' I 6' I- 12' I- 14' -I- 12' I 6'—.I i _ BGE i --' • = t ://11, zo o rn T0 m O 3 3:37_. aj m _ N rn ♦ 1 m m o T '1111 n - b mW< A HAND FRAME HERE Z C m { D I - N (- o II _ 07-_ARIN WrALL r 1-73 N -rte 1.. o - ". o r3Z +o n C O - , I m <UJ «.. M-1 G7 I ti, C M!�u r<Co -m memr IIIIIII I 111 ~ o-<Ill y ' i ._1_ ��. A— ___ ter. ® 1� 73w _ 70— --1m = rm M I. I 30'4" I 21'8" -1 18' -I --- D o Customer: JT ROTH CONSTRUCTION M m o Deso. : Mos 22166 lot 26 Medalian oo CO ADDRESS: VERIFY � -Ti m o z Designed by: BILLY BREESE a'S I- z i-. o .�...� ..,. ..... Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W1C7175Z0605125047 Truss Fabricator: Truss Components of Oregon Job Identification: 0617010--JT ROTH CONSTRUCTION -las 22166 lot 26 -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: IBC2015/TPI-2014(STD) .2gp PROpF Engineering Software: Alpine proprietary truss analysis software. Version 16.01. A Ss Truss Design Loads: Roof - 42 PSF 6 1.15 Duration 0 "45 �G1NFtc 1O Floor - N/A 83294PE 9 Bind - 120 MPH (ASCE 7-10-Closed) ,i Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of 'A4 "ticr14,2G0 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 *sell Tao R , 1_ _,r •,��2018 Details: 12015EC1-GBLLETIN-GABRST10-BRCLBSUB-12030EC1- 06/05/21 Subnitted by RTT 12:50:16 06-05-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 47717--AGE 17156101 06/05/17 2 47718--A 17156102 06/05/17 3 47719--A1 17156103 06/05/17 4 47720--CGE 17156104 06/05/17 5 47721--C 17156105 06/05/17 6 47722--C1 17156106 06/05/17 7 47723--C1GE 17156107 06/05/17 8 47724--DGE 17156108 06/05/17 9 47725--D 17156109 06/05/17 10 47726--D1 17156110 06/05/17 11 47727--D2 17156111 06/05/17 12 47728--BGE 17156112 06/05/17 13 47729--B 17156113 06/05/17 14 47730--EGE 17156114 06/05/17 15 47731--E 17156115 06/05/17 16 47732--FOE 17156116 06/05/17 17 47733--F 17156117 06/05/17 18 47734--FG 17156118 06/05/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC Webs 2x3 HF #2 DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" 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. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607, factor for dead load is 2.00. 4X5:4: ii T 11111 7 9 8-7-10 9 EA: III 3X = 2X4(A1) = 2X4(A1) _ L1'J L1nJ I_ 11-0-0 _l__ 11-0-0 J 22-0-0 Over 2 Supports R=123 PLF W=12-0-0 R=132 PLF U=7 PLF W=10-0-0 RL=15/-15 PLF Note: All Plates Are 1.5X4 Except As Shown. pR Design Crit: IBC2015/TPI-2014(STD) Opt lf,.. s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.#4 ,11,,,,,{ r EN `r-di OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 eeWAIb1INGi ee READ AIM)HUM ALL NOTES mi IMPS ORANINGI G 825 N 4th Ave,Cornelius OR 97113 r"11■MWANr• RANPSN This DONNING To ALL CCO7RACIOMS INCLUDING THE mammas. �/ TC LL 25.0 PSF REF R7175— 47717 — Trusses require extreme r In fabricating,Comnhandling, shipping, installing andWTC bracing. Refer to and follow �� DL 10.0 PSF DATE 06/05/17 the latest edition of BCSI (Building Component Safety Information, by TPI and MTCA) for safety practices prior to performing those functions.t Installers shell provide temporary bracing per SCSI. Unless noted othenwi se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 06/05/2017 DRW CAUSR7175 17156101 ,4 �0�� to sections 83, 87 or as applicable. Apply plates to each Pace of trussend position as shown above a.on II 1 Lie loin Idivisi, uof IT Mull ing Cwlae. Refer to Inc. Sha l not fortansibl plata nyaitiant. p G Nw` BC LL 0.0 PSF CA-ENG BFR/RTT I 1 Alpena, a dl failure of ITN 8d the g Components Group Inc. shall not be responsible£or ens shipping, fran this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, sI� AN ITW COMR4NY installation&bracing of trusses. 3 w dal TOT.LD. 42.0 PSF SEAN— 116544 A NMI M this dsolely or Chef sign listing this alta i l i indicates of this dr Of gffor aly structure ured s t 4s$e�11Ta"'�� DUR.FAC. 1.15 FROM BB Admealr lblllq MNIn for the EMlgn lWorm.istin tAl MIawin,ty dic tM of Thla cedof gp far elo elgin1I the 8351 RCvaoa Circle 'insensibility of the Building Designer per ANSI/TPI 1 See.z. 33cre18e18o,CA 95828 For more Information ase thissl Job's general notes gaga and tM1tae web sites: g Renewal 6/30/2018 SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: .alpine ltwtw.ca.coTP m; I:awe. Plnst.org;IBCA:www.sbclrustrY•or; ICC;www.lccsefa.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= hX4* g (- 1.5X4$ 8-7-10 � 9 41 111116.1 r„,„,-..iiiiiiiillinimmiiiiiiiiiiimiii,iiiiimm,..miiiimiiiiiiivin _40-0-0 _i_ 3X5= 3X5= 3X5= 3X5(131) --- 3X5(61) 1-0-01-0-0 ti ti I. 5-8-3 5-3-13 5-3-13 5-8-3 J 7-5-7 �l� 7-1-2 T 7-5-7 'I 11-0-0 11-0-0 J E 22-0-0 Over 2 Supports R=1059 W=5.5" R=1059 W=5.5" RL=162/-162 Design Crit: IBC2015/TPI-2014(STD) Ot PRot PLT TYP. Wave FT/RTon2%(0%)/4(0) 16.01.'. pmt N c s-e OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 eeWARNIN01ee READ AND FOLLOW ALL NOTES ON THIS oawlNGI N. �i/� 825 N 4th Ave,Cornelius OR 971)13 "" '�"$"TM'B MIMING TO ALL COMPACTORS INCLUDING TME INSfALlERS. 88244PE ��] TC LL 25.0 PSF REF R7175— 47718 Trusses require extremecare In fabricating, handling, shipping, installing and bracing. Refer to and follow r {� the latest edition of BCSI Building Component Safety Information, by TPI and NRA) for safety practices prior / DL 1 0.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations show,for permanent lateral restraint of Webs shall have bracing installed per SCSI DRW CAUSR7175 17156102 ,4 �0�� , sections B3, B]or B10, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 j the Joint Dmcails. -7,7;:::::::::—... 517,1,rote:otherwia7. Rorer to:rawinha lgnet nor standard plate ny dgv ill. BC LL 0.0 PSF CA-ENG BFR/RTT I Alp ire, a Olvlsion oT BTM Bulltli,g Caeponenta Group Inc. shall not be reaponalble for any deviaclon Prom this OREGON ' drawing, any failure to build the truss In conformance With ANSI/TPI 1,or for handling, shipping, y_L t0� TOT.LD. 42.0 PSF SEQN- 116542 AN BTW COMPANY installation A bracing or trusses. V A mei en this drawing or sonar peps listing this drawing, indicates asesptsrwa of profssslensl engineering Ge X41 ' ha responslbi l Ittyy solely the Building VMr per ANSI/TPI 7�'See 2. la,e of this drawing f any etrl,etvre Is the s$e gg Tar.1 DUR.FAC. 1.15 FROM BB 8351 Rovana Circle Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www.elpineltw.com;TPI: ewe.tpinst.org:NTCA: aww.sbcindustry.com: ICC: www.iccaafe.org Renewal 6/30/2018 SPACING 24.0" J REF- 1 W1 C7 1 75Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 ii s r /\ 1,5X4\\\ 1 .9X4* 8-7-10 A _I 9 3X50.�i i 0-9-8 51►— .� _ NNs ►� 9-0-0 J_ 4X5(E3) = 3X5= 3X5= 3X5---- 3X7(E3) X5=3X7(E3) III 3X5(61) .- 1-0-0 ti 1` 5-1-11 6-10-15 _I_ �l`5-3-13 7-1-2 5-3-13 7-5-57-8-3 I` �I` I. 10-5-8 -I— 11-0-0 J 21-5-8 Over 2 Supports R=946 R=1044 W=5.5" RL=149/-144 Design Crit: 1BC2015/TPI-2014(STD) .1% PRop• PLT TYP. Wave FT/RT=2% 0%)/4 0) 16.01.1,t(,,,,u,d _ ,, w„, OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!'"READ AND FOLLOW/ALL NOTES ON THIS DWWINGI REF R7175- 47719 825 N 4th Ave,Cornelius OR 97113 reIIWORsea •ca SH THiDRAWING TO ALL COARRACCORS Inst INDIUMS TME ingRef aS. TC LL 25.0 PSF Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and follow she latest edition of SCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 06/05/17 Tw to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing end bottom chord Shall have a properly attached BC DL 7.0 PSF rigid calling. Locations shown for permanent lateral restraint of wags shall have bracing Installed per SCSI DRW CAUSR7175 1715610;-- T1 sections 63. 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/20 1 7 ,4 I' �n^ I t e point Details, unless noted otharelee. Rater to dreeings 160A-z fur ataadard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT II jLI'' \�11 I Alpine. a division mf ITN Building Components Group Inc. shall not be responsi ole fnr any deviatlan from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1,or far handling, shipping, �1� C TOT.LD.LD. 42.0 PSF AN ITW COMRD.NY installation&bracing of trusses. Ill `LW 14 qot'� SEQN— 116546 A IMI on this droving or cover Rpm I lstinp this drawing, indicates acceptance of prsfeselonsl Mwglnseriep • responsibility solely the for the Desi stupes The Ml,ablllty.M b..of this drwip ter aryr etrdatmr.is the seen Tar •s DUR.FAC, 1.15 FROM BB 835!Rowena Circle rMpaMiel i Isy of car Building Designer par A1L4I/ipl T Sac.2. Sacramento.CA 95828 For more Information see this Jobs general notes page and these web sites: SPACING 1 NG 24.0" JREF- 1W1C7175Z06 ALPINE: ew.alpinaitw.com; TPI:wwe.tpinst.org: NTCA: www.sboindustry.coe: ICC:ww.lccsafe.org Renewal 6/3012018 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and 5 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face in area (0) only, and 24" span on opposite design. face. Top chord may be notched 1.5'I deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed Provide lateral wind bracing per ITWBCG wind bracing details or per within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. 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. + Provide lateral bracing for inset chord. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5 Ai i 3X7�r :1111011111000.N ,N 8-6-14 l 2X4(61) 0-5-6 11 , 0-5-6 �,�. _ I ■■ T 17-11-4 _L 3X5 3X5(B1) (0) 13-4-12 H 14-8-0 + 7-0-0 7-2-3 3-7-13 3-5-7 0-4-9 7-0-0 21-8-0 Over 2 Supports 204 PLF U=16 PLF W=8-1-8 R=913 U- 1 W=5.5" RL=20/-20 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: I BC2015/TPI-2014(STD) AO' PROVO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'cr, c1f�F S'/0 OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503)357-2118 'ISAMMINGI••READ AND FOU.w'ALL NOTES ON THIS GRNINGI 0 R� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 971}13 aa1�GRrANr• FURNISH THIO MARINO TO ALL CONINAC'ws INCLUDING TME INSTALLERS. 83294PE REF 87175- 47720 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and followr �_ DL 10.0 PSF DATE 06/05/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. _ top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17156104 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed par SCSI ,4 FAINT sections 03, B7 or B,S, es applicable. Apply plates to each face of truss and positron as shown above and on 06/05/2017 the Joint Retails, unless noted otherwise. Refer to drawings,Snu_Z forestansibl plate positions. BC LL 0.0 PSF CA—ENG BFR/RTT Alpine, a tlivinlon oP IT`N Builtlinp Conswne s Group Inc. shall not be responsible for any tl®vletlon free this .g� OREGON drawn any f&bracing ace go fud see truss in eonformence with ANSI/TPI ,,or for handling, shlppirg, 5 "t/ d C TOT.LD. 42.0 PSF SEQN- 1 1 6538 AN ITW COMPANY macauaany f lof trusses.line /f. . A awl an this drawing or cover page lifting this srwlag, Inneetee Aoeeptanee of professional engineering G LY 14n 4C `�f ty the 8351 Ama08 ank responsibility of thee&&ilidding design gner'�'r per AIB suitability 1 Sec .a"p're of this tMwing for any structure Is the 5sell Tan<.` DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.elpineltw.com; TPI:wew.tpinst.org; MICA:www.ebcindustry.com; ICC: Renewal Reneal el30r2018 SPACING 24.0" JREF- 1 W1 C7 1 75206 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 120 mph wind, 22.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 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 for dead load is 2.00. 4X5--- alb.. X5.. 1 PR 7004••••V 7s 1.5X4 W 1.5X4/// `. aillIllihlhh,t 8-6-14 0-5-6 0-5-6 Ii MM �— _. T17-11-4 3X5(61) _, 3X5= 3X5= 3X5= 3X5(81) 5-6-11 5-3-5 5-3-5 5-6-11 7-3-12 7-0-7 7-3-12 10-10-0 ,I, 10-10-0 J 21-8-0 Over 2 Supports R=964 U=63 R=965 U=63 W=5.5" RL=144/-144 Design Crit: 1BC2015/TPI-2014(STD) �'�si7PRoi PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.pztwr,0 i,= `.0, OR/-/1/-/-/R/- Scale =,3125"/Ft. Truss Components of Oregon (503)357-2118 „I •',WADI � THIS OWNING MUNI ALL MU u CONTRACTORS INCLUDING i�INSTALLERS. TC LL 25.0 PSF 825N4thAve,CorneliusOR971�13REF R7175- 47721 Trusses require extreme care In fabricating, handling, shipping, installing end bracing.Refer to and follow � DATE 06/05/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior � _. DL 10.0 PSF 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 attachedBC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shallhave bracing installed per SCSI DRW CAUSR7175 17156105 Ta Alsections 63, 67 or 810, as applicable. Apply plates tg eaGh face of truss and position as shown above and on 06/05/2017 All r the Joint Details, unless noted otherwise. Refer to drawings 18011-z for standard plate positions. I Alpine, a division of IT'S Building Components Group Inc. Shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing,any failure to bulls the truss In conformance with ANSI/TPI 1,or for handling, shipping, .g� AN ITPCOMRGNY Imetal Ieilan A bracing of treaded. Iv "tI I{► J: TOT.LD. 42.0 PSF SEQN- 116530 A owl on this drawing or cover pogo I Iating this decamp, Indicate..ee.ptenee of prefsoM .iAl engineering o I'Y 14,20 `0 _ reeponsibllity solely for the design shoat. The suitability end use of this drawing for.ny structure is the •` DUR.FAC. 1.15 FROM BB 8351Rovan3Circle nealenelbillty of the Building Designer per ABSI/TPI 1 See.2. ell Tan Saoramenlo,CA 95828 For.ore Information see this Jobs general notes page end these web sites: SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: ww.alpineitw.com;TPI: .tpinst.org: WTCA: ,sbcindustry.com; ICC:eww.iccsefe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 tot 26 -- VERIFY VERIFY, OR - Cl) Top chord 2x4 HF #2 120 mph wind, 22.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=3.0 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 for dead load is 2.00. 4X5= 1.5X4\\\ 1 .5X4/// 8-6-14 0-5-6 0-5-6',,,,,/! IN 7 17-11-4 3X5= 3X5= 3X5= 3X5(81) 3X5(B1) [moo I. 5-6-11 7-3-12 L 'I`5-3-5 _1_ 7-0-7 5-3-5 --r-- _I_ 7-3-12 5-6-11 I` L 10-10-0 ,I_ 10-10-0 ,l 21-8-0 Over 2 Supports R=1047 U=67 W=5.5" R=962 U=59 W=5.5" RL=154/-161 Design Crit: IBC2015/TPI-2014(STD) ILEO PROs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0A, t',W t. S'i. OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss ComponentsofOregon (503 357-2118 awWM1INGIea READ AND Faun ALL Nems ON THIS SWIM 825 N 4111 Ave,Cornelius OR 9713 re extreme ca fabricating, THIS MARINO TO ALL CONTRACTORS end THE S 010'... TC LL 25.0 PSF REF R7175- 47722 Trusses require extreme re in fabrics Ing, handling, shipping, installing end bracing.Refer to and follow / - the latest edition of SCSI(Building Component Safety Information, by TPI and RFCA) forsafety practices prior mea : DL 10.0 PSF DATE 06/05/17 n to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwl ea, top Gerd shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17156106 Ail , sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on S 7 A'I 'MI^ ' I ' the Joint Details, unless,pled OCha ... Refer to drawings 1e0A-2 fpr alm=a= plate pe9ltipns. O�/O /�Ol ,,41 1 ' `VI i Alpine, a tlivision e£„tl Bpi,ding�ampp„anta grncp ,nt. a„a„ not ba re>pana,b,e fmr a„y,w,,,t,an from t„„ OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TP/t, or for handling, shipping, AN'ivy coMPANY installation&bracing of trusses. /3 �C TOT.LD. 42.0 PSF SE N- 116532 • A ee.l en thes brewing or ears peg.lilting this drwring, Iedlestee.ee.ptenee or pref..►Ip.l engineering `SLY 14,20 — Q _ • r..per.Ibillty palely for the crape. The suitability es wa of this*wring ren.ny.tr.,ot,.re is she e`selt Tan t OUR.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility l K the Building Idl D..lpw per ANSI/TPI t Seas. SacrarnenWXA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: e.alpineite.cnn;TPI:www.tpinst.org:RTCA:ww..sbcindustry.cce; ICC: ewe.iccsafe.erg Renewal 6/8012018 SPAG I NG 24.0” JREF- 1 W1 C7 1 75206 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - C1GE) Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 120 mph wind, 22.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Truss designed to support 1-0-0 top chord outlookers and cladding load anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord DL=3.0 psf. 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. Wind loads and reactions based on MWFRS with additional C&C member Do not notch in overhang or heel panel. design. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the length bracing requirements. tabulated for 2X4 studs of the same grade. (a) #3 or better scab reinforcement. Same size & 80% length of web Bottom chord checked for 10.00 psf non-concurrent bottom chord live load member. Attach with 10d Box or Gun nails (0.128"x3",min.) R 6" OC. applied per IBC-15 section 1607. 4)(5 - Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. iii i I ' 9 s 8-6-14 • • • 0 6 1, ' 1111111111116. 0-51-6 3X5(B1) L1'J I— 10-10-0 —J— 10-10-0 J 21-8-0 Over 2 Supports R=121 PLF U=1 PLF W=12-0-0 R=125 PLF U=14 PLF W=9-8-0 RL=14/-15 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IBC2015/TPI-2014(STD) OED PROp&- PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.tAs. 1,a, t'�/�� S7. OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••WARMINGI"READ AID Festa AU.NOTES a MISLWaINOI 825 N 4th Ave,Cornelius OR.97113 "IMPORTANT' FURNISH TM's mTO ALL ca""Aagxs INCLUDING^'E INSTA"Ens• imaiirlia TC LL 25.0 PSF REF R7175- 47723 Trusses require extreme r in fabricating, handling, shipping, installing and bracing. Refer to and follow _ the latest edition of SCSI(Building Component Safety Information, by TPI and WTCA)for safety practices prior �.-- - DL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,Adielkli — top chord shall have properly attached structural sheathing ant bottom chard shell have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17156107 rigid ceiling. Locations shown for permanent lateral restraint of cabs shall have bracing Installed per BCS �� sections 63, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 Q the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions.conformance with AN81 TPI 1, or for BC LL 0.0 PSF CA—ENG BFR/RTT A N Alpine, a division of I18 Building Components Group Inc. shall t be responsible for any deviation from this OREGON drawing, any failure to build the t dues in conformance handling, shipping, a d4 a TOT.LD. 42.0 PSF SEAN— 116535 AN ITW COMPANY installation A bracing of trusses. V A wool on this drew/Ire.r sever paps listing this drawing, Indlwt.s.a•ept.nae of professional engineering ` LY 14,20 responsibility solely for Building design p� Tho milt-ability and �e or this arwlnp for any structure 1.the S►$��'Tao `t DUR.FAC. 1.15 FROM BB 8M1 Rovaa Circle Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:saw.alpineltw.caw; TPI: waw.tpinst.org; RICA, ww.sbcinduustry.cam; ICC:vww.iccsafe.org Renewal 6/30/2018 SPACING 24.0" JREF— 1 W1 C7 1 7 5206 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- 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=6.0 psf, wind BC Webs 2x3 HF #2 DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" 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. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Shim all supports to solid bearing. 4X5= :01111iihi iii 9 r— p m ; IIIIIIoit --1 9 6-0-2 1101081014 ( R) III „./0100005 A J 6 6 „ 12-0-0 i 2X4(F1) 2X4(F1) 1 1 ,� 7-6-0 l� 7-6-0 7-6-0 7-6-0 e 15-0-0 Over Continuous Support R=116 PLF U=15 PLF W=15-0-0 RL=9/-9 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IBC2015/TPI-2014(STD) itD PROF�s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0t # ally,... wV OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 •�UARNIRGI••READ NO FOLLOW ALL NOTES ON THIS awUMI U' (4 F� CIIp TC LL 25.0 PSF REF R7175— 47724 825 N 4th Ave,Cornelius OR 97113 ••Mrenwir• FURNISH THIS PRIMING TO ALL canNAm°as INCLUDING THE INSTALLERS. ly 83294PE Trusses require extreme r. In fabricating, handling, shipping, Installing end bracing. Refer to and follow a. ` DL 10.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise. 1411 top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per acs DRW CAUSR7175 17156108 'fleA �� sections in B3, B7 or en0, as applicable. Apply plates to each Taw of truss and position as shown above and on 06/05 201 r' the Jalnt Oetalls, unlace nates otherwlee. Refer to drawing:1UgA_z forestvward piste Position:. V J L t BC LL 0.0 PSF CA-ENG BFR/RTT l Alpine, a diva:ion of 11W Building Coepan.nta Broup Inc. shell hat ba resew:ibis far ant devlatlon from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inatal 1 at on A bracing of trusses. /3 v& 04 C TOT.LD. 42.0 PSF SEQN- 116554 A s.el on this drwlrlg or sorer p.W.listing this drawing. Indicates eoeeptanos of professional engineering 4 Lb'14,20 e responsibility solely for the design ental. The suitability and,Ise of this drOwing for any strums,.i.the OUR.FAC. 1 .15 FROM BB 8351 ROISDS Cutle resparibli lty of the Building Designer per AILSI/TPI 1 Sse.2. 'S5 g1 Tar e•- Sacramento,CA95828 For more information see this Job's general notes page and these web sites: 1 SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: wvw.aipineltw.cw; TPI:ww.tpinat.org: WfCA: ww.scclndustry.com; ICC:wxw,iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- 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, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind 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 for dead load is 2.00. 5X5= ill 9 7 9 ii 4X8(R) III 6-0-2 6 6 12-0-0 i mMnal 3X5(F1) 3X5(F1) Li-O-J I 1-0-0J L 7-6-0 -I_ 7-6-0 c 7-6-0 >I` 7-6-0 7-6-0 7-6-0 15-0-0 Over 2 Supports R=760 W=5.5" R=760 W=5.5" RL=118/-118 °PROP Design Crit: IBC2015/TPI-2014(STD) KES PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 s ,►,Q 8Nfie¢ tSC. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 '9MIRNINGI H READ N FOLLOW ALL Notts ON S IN LUDINGDRAWING! lCr 88294PE TC LL 25.0 PSF REF 87175- 47725 825 N 4th Ave,Cornelius OR 97113 "I •• FURNISH THIS ow�lNg To Au CBNINA.TBRs INCLUDING THE INBTMJ ERB. Trusses require extremecare in fabricating, handling, shipping, Installing and bracing. Refer to and follow I� the latest edition of SSI Building Component Safety Information, by TPI and ICA) for safety practices prior DL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise. — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 17156109 sections 83, B]or 810, as applicable. Apply plates to each face of truss and position as shown above and on 06/05/2017 Ail [PON he Joint.:tall:, unless n: Othermlae. Refer t0 drawing•:60„:far atendard Plate:asitia:. BC LL �1 I� Alpine, a tlivislon of ITw Bulldi g Component:croup Inc. shell st .apwsibl:ran any devletlon free thin OREGON 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. 10 cP C TOT.LD. 42.0 PSF Ansel en Only solely.or Opel pegs lining thle urwrlp, indicates see of this a•of prefe.any s engineering is "�8 114Y 14, �� DUR.FAC. 1.15 FROM I KE16508 A meal ma ley solely for the design•Ippl. The suitability alp use of this ordainc f any structure Is the 8351 R.vana Circle eeeten•Iblllty of CS.Bllllding Designer per ANSI/TPI 1 sea.:. Sacramento,CA 95828 For more Information see this Jobs general notes pegs and these web sites: SPAC 1 NG 24.0" JRE F- 1 W1 C7 1 75206 ALPINE: www.alPinelte.con; TPI:wmm.tpinst.org; ITCH: www,ubclndmw ustry.tom; ICC:w ,iccsafe,org Renewal 6/30/2016 1 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - 01) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.15" due to live load and 0.12" due to dead load. 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 factor for dead load is 2.00. 5X7= Al.. P rte, sI I Is II 11 4X8(R) III _ 6-0-2 —I s s l 12-0-0 r 3X5(F1) 3X5(F1)s L-0 R° 11-0-01 7-6-0 _I_ 7-6-0 ,..J w‹ 7-6-0 7-6-0 a. 7-6-0 7-6-0 c 15-0-0 Over 2 Supports R=769 W=3.5" R=751 W=5.5" RL=118/-118 so PROF Design Crit: IBC2015/TPI-2014(STD) FSS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.. 0 .4.15M F¢. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ""1IARIIINGI""READ AND FOLLOW ALL NOYES ON TRIS DRAWING' d 825 N 4th Ave,Cornelius OR 97113 "I +�T" NI'N MIS WANING r°"'i CONTRACTORS INCLUDING TMe INer"L'line• 88294PE 9 TC LL 25.0 PSF Trusses a extreme r. In fabricating, to REF R7175- 47726 handling, shipping, Installing and)bracing. Refer `prior /'— DL 10.0 PSF DATE 06/05/17 the latest edition of SCSI a(Buildingsa Component Safety Ie mptlon, by TPI and RCA)for safety practices prior to performing these functions. tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, _ tap chord shall haveproperlyattached structural sheathingandbottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 06/05/2017 DRW CAUSR7175 17156110 sections Ba, 87 or B1o. as applicable. Apply plates to each face or truss arm position as shown above and on Ail(1 Ol�^ I H the Joint Details, unless noted otherwise. Refer to drawings 1g«,-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/PTT r' I V Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with NISI WI 1,or for handling, shipping, "4LY'4 SG�s TOT.LD. 42.0 PSF SEQN- 116510 AN ITW COMPANY installation a ng bracior trusses. A awl on thIS dewing or Cater pew listing this Waring, Ineleetee weeaptenae of profewienel engineering responsibility responsbtsolely&niMing the�iiggner�ANSI/1suitability i 1bls+.a s.and use of this cawing Tor any structure I.the *sell Tao DUR.FAC. 1.15 FROM 1 KE 835]RDvana Circle , Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: eae.elpineltw.com:TPI: eww.tpinst.org;RCA: www.sbclndustry.cow: ICC: www.Iccsafe.org Renewal 6/302018 SPACING 24.0" JREF- 1 W1 C7 1 75Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - D2) Top chord 2x4 HF #2 120 mph wind, 15.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. Calculated horizontal deflection is 0.14" due to live load and 0.11" Wind loads and reactions based on MWFRS with additional C&C member due to dead load. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 5X5 9 illiiiiiiiiii 4X8(R) III 7 9 6-0-2 � s s 0-6-2 A HOF12-0-0 3X5(F3)% 3X5(F1) L 7-4-0 -1- 7-6-0 J 7-4-0 7-6-0 7-4-0 7-6-0 ' 14-10-0 Over 2 Supports a R=669 W=3.5" R=676 W=5.5" RL=93/-93 FLe, PR0 Design Crit: IBC2015/TPI-2014(STD) S PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.0,; 'L�,G iN �e• OR/-/1/-/-/R/- Scale =.375"/Ft. Truss o Co.. nentsofOregon (503)357-2118 wewMUNGIee READ AID FGLLDW ALL NOTES ON DRS awlrcl 4jOr 25.0 PSF REF R7175- 47727 _825 N 4 Ave,Cornelius OR 97113 reIMPORTANrca n fabr i THIS DRAWING TD Ash pp1ng, int INCLUDING TME INSTALLERSfollow TC LL Trusses require extreme re In Component Safer handling, shipping, installing and bracing. Refer to and fel lar / DL 10.0 PSF DATE 06/05/1 7 the latest edition of BCSI (Building, i Component Safety Information, by TPI and MICA) for safety 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 shall have a properly attached :C DL 7.0 PSF rigid nsBa,ceiling. or Bin,na chow,ror e. Applyanent lateral restraint or webs shall have bracing Installed per SCSI 06/05/2017 DRW CAUSR7175 17156111 ((77 Asections B3, BT or as applicable. Apply plates to each feta of truss and position as shown above and on ,4 II I�1[j'` ' the Joint Date:la, unless noted otherel se. Refer to draelrps t60A-2 for etendard plats posit)°::. (I ILI, J ' \VI r---: Alpim, a dl�la,pn of,rW Bal ld„� «,ta group ,n<. ,h.,,,tet be reapane,b,<for,ny ,at,,,,f,.a,this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITV✓COMPANY Installation 6 bracing of trusses. "`crt4,2oaP �0 TOT.LD. 42.0 PSF SEQN- 116512 A cal on this Mewing car cover pope listing this Waving, Indicates til woe of prnress B epinesr s responsibility lty of the ler the ig shown.per The suitability.Id u.e of anis arwip for any atrvnture IS w Sle'f.ror DUR.FAC. 1.15 FROM I KE 8351 Rouen Circle raa,nwlalblllty of tar Sul lelp Designer per ANBI/TPI 1 Ses.Y. Sacramento.CA 95828 For more Information sea this Job's general notes page and these web sites: ALPINE: www,alpineltw,cm; TPI:www,tpinst.org; 11TCA: ww,sbcindnstry.com; ICC:ww.lccsafe,org Renewal 6/30/2018 SPACING 24.0” JREF- 1W1C7175Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 120 mph wind, 21.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" 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. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= MI 5-8-6 4111111 . 0-5-6 i ■ ■■ ■ ►� 0-T--5-6 417-11-4 ! 2X4(B1) = 2X4(B1) ==- 1_. 7-0-0 -I 7-0-0 -J I- 14-0-0 Over Continuous Support >1 R=111 PLF U=8 PLF W=14-0-0 RL=7/-7 PLF Note: All Plates Are 1.5X4 Except As Shown. Q PRO Design Crit: IBC2015/TPI-2014(STD) r E FF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1,, � AATI `rcP OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING!"READ AND FOLLOWALL momON THIS INGNINeI Al �r TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 FFRFORrANra' FURNISH INCLUDING THE I$CRANING TO ALL CONTRACTORSnING TNeINSTALLERS. REF R7175- 47728 Truaes require estren. re in fabricating, ling, shipping, installing and bracing. Refer to and folia. DL 10.0 PSF DATE 06/05/17 the latest edition of SCSI (Building Component Safety Information, by TPI and ATG) for safety practices prior Q. P 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 BC DL 7.0 PSF DRW CAUSR7175 17156112 rigid calling. Locations shoran for permanent lateral restraint of webs shall have bracing installed per BC actions B3, B7 or S10, as applicable. Apply plates to each face of truss and position as shown above and on ol1^ I L� sections Details, anises noted ethereise. Refer to drawings lew_z for etavderd plate positions. 06/05/2017 BC LL 0.0 PSF CA-ENG BFR/RTT /`7 _Tr ' V I Alpine, a divisio of ITN a ilding Components croup Ion, small mat ne responsible ror any de latish from this OREGON drawing, any failure to build the truss In conformance with NISI/TPI 1, or for handling, :hipping, TOT.LD. 42.0 PSF AN ITW COMPANY installation A bracing of trusses. C SEQN- 116540 A.wt en ads drawing or ewer peg.listing this drw18g, Indicates.ae.pta eo of prefa.slanrl ea laaerdng ` 'bLY 14,20 ,0 Q/ re.panalbd I Ity solely ror the design.hoe,. The suitwl I Ity and see of this droving for any structure Is the DUR.FAC. 1.15 FROM BB 8351 Rovana Ctrcle r.ep e.Ibl I ley of the Building Ielnp Designs,pet ANBI/TPI,Sea.,. s$eJl Tan,` Sacramento.CA 9.1828 for more information s this Jdb•e general notes page and these nab sites: SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: .al pinch te.eam: TPI: .Climate org; IBCA: www.abelnduatry.eae; ICC:www.leesefe.org Qnnamesl A/41LNI1(t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 120 mph wind, 21.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud 01=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5(R1) 10N444•444•44444444444•4444444444•444•4466 ' 9166 5-8-6 0-5-6 Ii i 0-5-6 17-11-4 i 1.5X4111 I 3X5(B1) = 3X5(B1) 7-0-0 >1c 7-0-0 1— 7-0-0 _L_ 7-0-0 J I 14-0-0 Over 2 Supports R=623 U=31 W=5.5" R=623 U=31 W=5.5" RL=92/-92 Design Crit: I BC2015/TPI-2014(STD) t�. so PROF . PLT TYP. Wave FT/RT=2%(0%)/4(0 16.01,1! D. (• `SS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Co nents of Oregon (503)357-2118 a ARMINGl ee READ AND FOLLOW ALL NOTES ON THIS pMNINcI � TC LL 25.0 PSF REF R7175- 47 729 825 N 4 Ave,Cornelius OR 97113 ..11FO TNITI FURNISH THIS DRAINING To ALL CCNTRACTBNs INCLUDIN2 THE INSTALLERS. Trues..require extreme care In fabricating, handling, shipping, installing end bracing,Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior a DL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, '' top chord shall have properly attached structural sheathing end bottom chord ah.11 taco a properly attached rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17156113 ,4 �O�Q sections 83, BT or 810, as applicable. Apply plates to each fade of truss and position as shown above end an �' the Jai nt Deteli1 un l"17,76:11 ss noted other'lee. Refer to drawings 7"-z Poraetandard plate positions. 06/05/2017BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of Irw Buildirq Componen a Group int. shell rot be r.spmsible far any deviation free this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, OREGON�a AN ITW COMPANY installation a bracing of trusses. SEQN- 116528 Swab en this tlrawlllp er sever pap.lining fele drawing, Indicate&.eeeponnou .of profaleneI engineering 4 41014,204' TOT.LD. 42.0 PSF 8351 Rovaga Circle responsresponsibility of athe for King the��per Alm suitability See .nm g.e of tills drawldp for any rtnweLur•i.the SSe jp Tar • DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sly: p SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: .alpineltw.com; TPI: .tpinst.org: STCA: .sbcindustry.com: ICC: .iccsafe.mrg Rons.rsi edged M4I — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION —Mas 22166 lot 26 -- VERIFY VERIFY, OR — EGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=3.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" 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. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 RN 111111111111 9 4-11-12 7 g i ►� 9-0-0 r r 2X4(A1) -- 2X4(A1) I, 6-1-8 _i. 6-1-8 J 12-3-0 Over Continuous Support R=125 PLF U=16 PLF W=12-3-0 RL=9/-9 PLF Note: All Plates Are 1 .5X4 Except As Shown. p PRO Design Crit: IBC2015/TPI-2014(STD) E FF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.V �7'_Alsplpft,`r41 OR/-/1/-/-/R/- Scale =.375"/Ft. ••1ANMINGI••READ AND FOU. ALL MMES ON THIS ONANINGI /�. Truss Components ofOreus97(503)357-2118 ••INPORIANT•• MEIN This swim TO ALL CONINACTONs IaawING THE INSTALLERS V • TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR.97113 Trusses require extreme r.In fabricating, handling, g and bracing. Refer to and fallow W REF R7175- 47730 Ishipping,atinstalling DL 10.0 PSF DATE 06/05/17 the latest ng edition of SCSI ns.list Corers shall Safety Information, by TPI and NSCSI for safety practices prior Y• '" vel to performing these functions, Installers Mull provide temporary bracing per SCSI. Unless noted attarwise, — top chord shall have properly attachede structural sheathing she bottom chord shall have a properly attached BC DL 7.0 PSF regia ceiling. Locations shown for permanent lateral restraint of rape shall Law bracing Installed per DRW CAUSR7175 17156114 sections 83, 87 or BTG, as applicable. Apply plates to mann face of truss and position as scats above and on the Jaint Details, unleea^orad arca wise. Refer to erwinge,sw_Z far standard pl.ta paeltlona. 06/05/20 17 BC LL 0.0 PSF CA-ENG BFR/RTT A _ �O N I Alpine, a division of ITS Building Caepanente Group Inc. Shell not be reapensible for any deviation frog this OREGON drawing, any failure to buildru the trues in conformance with ANSI/TPI 1, or for handling, shipping, e TOT.LD. 42.0 PSF SEQN- 116552 AN ITW COMPANY rawi Installation&bracing of tdati,. A.s./an this drawlacceptance of prof wlanel engineering �� wCY 14.2p� ,® lig er cover pegs listing NI.drawing, Inafa.E.e responsibility solely for the design ahem. The suitability and use of this wring for aro structure is the DUR.FAC. 1.15 FROM BB 8351 RGVeGaCllcle rwepawlbllity of the Building Designer par ANSI/lel 1 see.R. �t4eJ1 Tan'. Sacramalto,CA 95828 For more Information see this,job's general notes page and these web sites: ALPINE: www.alpineltw.com;TPI: wsr.tpinst.org;RICA:wee,sbclndustry.caa; ICC: w a.lccsafe.org SPACING 24.0" JREF- 1 W1 C7 1 75206 Memmwrwl f*INAI2IIIR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind 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 for dead load is 2.00. 4X5(R) III Alb 41111111 4-11-12 IR 9-0-0 X4 III 2X4(A1) = 2X4(A1) I, 1, ,J 1, 6-1-8 >I< 6-1-8 >I Le- 6-1-8 -I_ 6-1-8 _I 12-3-0 Over 2 Supports R=625 W=3.5" R=625 W=3.5" RL=101/-101 tzsp PRop4. Design Crit: IBC2015/TPI-2014(STD) k S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.�,r.-rt O6P9 �� r_ F. O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOregon (503)357-2118 a�wwINBIYe READ AND FOLLOW ALL IATnS ON THIS DRAWINGS REF R7175- 47731 825 N Ave,Comelius OR 97113 ..moo ram FURNISH THIN OWNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i1 TC LL 25.0 PSF Trusses require extremeIn fabricating handling, shipping, Installing end bract �Nli the latest edition of BCSI (Building Component d bracing. Refer to and folia- '/� t < et ' Safety Information, by bracing and NSCSI for safety practices Prier L 1 0.0 PSF feralDATE 06/05/17 performing these functions. Installers shall provide temporary bo brat ho per SCSI.llUnless noted atMrhisa, top chord.hall have properly attaches permastrucnent lateral restraint and bottom chord:hall have a properly d perhW C DL 7.0 PSF rigid tsIHng Locations shown for persenent lateral re:eraled or Baba shall have bracing installed per WS' DRW CAUSR7175 17156115 actions 63, aT dr 610, as applicable. Apply plates to each face of tris and position as shown above and on 06/05/2017 sire.loin Bateils. onlasa noted otherwise. Refer to d 1:gs 1,607 for astandard plate position:. A----11F30 Alpine, a division of ITw soild=Truss Group Inc. shell t slronsibla far any devlatlon Prom thl: OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In confoni,ence with ANSI�I 1. br far handling, shipping. AN ITW COMRb,NY Installation&bracing of trusses. �4 `t/tY 14,sod' ff TOT.LD. 42.0 PSF SEQN- 116503 A sen an this drawing or cover pegs listing this dr41 Indicates seoeptaoe of professional engineering responsty 8351 Rovana Circle • reepenliei lieyy of tthe Building the M�igne per AWBIsuitability pI 1 SSS-i and g.m of this drowsing ref any etlta:wre is the $le'I Tan DUR.FAC. 1.15 FROM I KE Sacramento,CA95s2A For more Information see b•:general notes page ate,these web alta:: Renewal 8/3012018 SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: sww.alpineitw.coe; TPI:www.tpins.tpinst.org: NTCA: www.sbclrslustry.coe; ICC:•aaw.iccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 19.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=3.0 psf, Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3,5" 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. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 /i1 9 g 4-4-10 ui1iiIih ril�E._ 0-5-6 // ■ ■ ■ ■ ■ ■ ■ im 0-5-6 6 _17-11-4 i 1 , 3X5(B1)- 3X5(61) 5-3-0 5-3-0 Fc 10-6-0 Over Continuous Support R=126 PLF U=24 PLF W=10-6-0 RL=10/-10 PLF Note: All Plates Are 1.5X4 Except As Shown. O PRO Design Crit: IBC2015/TPI-2014(STD) 4 F�44 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.Ie il ' ,Chii13N F,.n �O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co RNKw(503 357-2118 wwWAINGIwe AND FOLLOW ALL HDIES 01I THIS OWING( j "r 825 N 4 Ave,Cornelius OR971�13 .al ae FURNISH THIS DRAWING TO ALL ConmmxB ACINCLUDING TME INSTALLERS. 83294PE ,TC LL 25.0 PSF REF R7175— 47732 Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow sG the latest edition of SCSI(Building Component Safety Information, by TPI and TG)for safety practices prior IL 10.0 PSF DATE 06/05/17 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 :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 06/05/2017 DRW CAUSR7175 17156116 A �� sections 83. 87 or B10, as applicable. Apply plates to each face of truss and position as shown above end on the Joint Details, unless noted otherwise. Rarer to drawings I6OA_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I l rapine, a divislon of ITR Soilding Components Group Inc. shall not be responsible for any deviation from this drawing,alla any failure to build the truss conformance with ANSI/TPI or for handling, shipping, p 441-14,204 t� TOT.LD. 42.0 PSF_ SEQN— 116550 AN iTW COMPANY installation a biers of trusses. A awl en this drawing er cover pegs fisting this drawing. indicates soespfanos of prefawlenet engineering _ rlaponsibl Iity solely for the design show,. The suitability and see of this droving for any atiueters is the $$ell Tao DUR.FAC. i.15 FROM BB 8351 Kopans Circle reepanelbiil of the Building Dammar per MBII/tPl 1 aw.a. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE. wwe.elpineltw.cue;TPI:wew.tpinst.arg;17CA:ww.sbcindustry.coe; ICC: mew.iccsafe.org Re m 8e30/20'8 SPACING 24.0" JREF- 1 W1 C7 1 75206 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENS IONS) SUBMITTED BY TRUSS UFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 19.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=3.0 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 for dead load is 2.00. 4X5 /.•ll 9 I 4-4-10 �_ ■ 0-5-6 I ■ 0-5-6 _� —� 1.5X4 III 17-11-4 i 3X5(B1) = 3X5(B1) Lc1 ' L1 • ,J 5-3-04c 5-3-0 5-3-0 ,I_ 5-3-0 '< 10-6-0 Over 2 Supports >1 R=547 U=24 W=5.5" R=547 U=24 W=5.5" RL=94/-94 Ep PROF Design Crit: IBC2015/TPI-2014(STD) 04F4's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.6 +�v.041N F, �O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Co , nems of Oregon (503))357-2118 '�■ARNINAND 6I"READ FOLLOW ALL NOTES ON THIS DRAPING! — 825N41Ave,ComeliusOR97I13 '•IIPORTANr• FURNISH THE INSTALLERS. � TC LL 25.0 PSF REF R7175- 47733 Trusses require extremecareIn fabricating, handling, shipping, Installing and bracing. Refer to end follow — the latest edition of BSI B /'� (Building Component Safety Information, by TPI and STCA)for safety practices prior IL 10.0 PSF DATE 06/05/1 7 to performing these functions. Installers shell provide temporary bracing par SCSI. Unless noted other,.se, Top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached :C DL 7.0 PSF rigid telling. Locations show,for pera°n°nt lateral restraint of webs shall have bracing Installed per BCSI 06/05/2017 DRW CAUSR7175 17156117 cions B3, B]or B10, as applicable. Apply plates to each face of truss erg position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 100A-Z for standard plate positions. ,4 _j. )J]N I , Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lation a bracing of tresses. "Gtv 14,mod' ® TOT.LD. 42.0 PSF SEAN- 116548 A se.l an this drawing or weer pays listing this drawing, Indle.t.s wesptanes of professions)engineering • responsibility.ol.iy for tlr design shorn. The suitability and use or thls drawing for ami structure Ishe $$ell Tar't DUR.FAC. 1.15 FROM BB 8351ROvaea CircleresprDesigner ribllity or the Building Desier per ANSI/'PI 1 5.5.2. Sacramento,CA 95828 see more t, �om;ionTPI: see this Job's general notes page nt these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1C7175Z06 ALPINE: .alpineltw.ean; TPI: .Ypl nat.org; NrDA: ww.abcinduatry.crn: ICC: ,iccsefe.org Tests DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617010--JT ROTH CONSTRUCTION -Mas 22166 lot 26 -- VERIFY VERIFY, OR - FG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W3 2x4 HF #2: TC- From 75 plf at 0.00 to 75 plf at 5.25 TC- From 75 plf at 5.25 to 75 plf at 10.50 120 mph wind, 20.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 8.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 8.06 to 14 plf at 10.50 DL=3.0 psf. BC- 963.54 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 Wind loads and reactions based on MWFRS. 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 factor for dead load is 2.00. 4X8(R) III 3X7 y 1 4X5 0� 4/11111111,1.- 9 1 41111 1111 4 1 9 4-4-10 0-5-6 k I Mil 111 Ilaq0-5-6 41) 17-11-4 3X10111 6X8= 3X10111 4X8 83) =-- 4X8(1310R) I< 2-10-8 '4< 2-4-8 2-4-8 >I< 2-10-8------->. 5-3-0 1 5-3-0 J 1 10-6-0 Over 2 Supports R=2430 U=182 W=5.5" R=2302 U=167 W=5.5" Design Crit: IBC2015/TPI-2014(STD) *?s PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.ft v G SS'io OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-1118 '�WWINGI•e READ AMT FOLLOW ALL NOTES ON MIS CRANING? rl� 825 N 4W Ave,Cornelius OR 97113 e'I a �BIISH THIS DRAWING T°ALL panty-nme INCLUDING THE INSTALLERS. �v NG 4Q TC LL 25.0 PSF REF R7175- 47734 Trusses require extreme r. In fabricating, handling, shipping. Installingand bracing. Refer to and follow 88294PE the latest edition of SCSI(Building Component Safety Information, by TPI and TCA) for safety practices prior sae �.-- _ DL 10.0 PSF DATE 06/05/17 to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, _ top chord shall have properly attached structural Sheathing end bottom chord shall have a properly attachedBC DL 7.D PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per DRW CAUSR7175 17156118 I�O•� sections 83, 07 or 810, as applicabla. Apply plates to each face of truss and position as shown above and on 06/0`/2017 All J the Jalnt Details, unl.IT rated h,g Co pe. Raf.r to drawings,bGA-Z far stantlard plata Poaitima. VV J L BC LL 0.0 PSF CA-ENG BFR/RTT 1 Alpine, a division oP ITw Bulltlirq CaePanenis Group Inc. shall rot be responsible for arty dwlatlon from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inetallatlon&breiing of tresses. �, C TOT.LD. 42.0 PSF SEQN— 116501 A seel a1 this drawing or own professions! pegs!listing this drawing, Indicate.aoo.pteneo of professions!engineering Ve1LY 14,20 0 responsibility solely for the design S . The suitability and us.of this dre.ing for erg structure I.the *sell Tan OUR.FAC. 1.15 FROM i KE 8351 Rovana`isle responsibility of the Building Designer per ANSI/TPI 1 Se..2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:www.alpin.itw.com; TPI:www.tpinst.org; WTCA: www.sbcindustry.eoa: ICC: www.lccsafe.ory SPA`1 NG 24.0" JREF- 1 W1 C71 75206 Renewal 8/30/2018 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace x (1) 2x4 "L" Brace x (2) 2x4 'L" Brace eR <1) 2x6 "L' Brace 0 (2) 2x6 'V Brace mom Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' S" 11' 6" 12' 0" 14' D° 14' 0" 14' 0" 14' 0' Spruce-Pine-Fir Hem-Fir -F-)CD 'P 1r� #1 / #2 Standard, #2 Stud LJ #3 4' 7' 7' 9" 8' 3"9 ' 7" 9' 11" 11' S' 11' 10' 14' 0' 14' 0" 14' 0` 14' 0' #3 Stud #3 Standard O Standard— r Stud 4' 7" 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10" 14' 0' 14' 0' 14' 0' 14' 0' r 4' 7' 6' 7" 7' 0' 8' 10' 9' 5' 11' 5° 11' 10' 13' 10" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pine.•■ #1 5' 0" 8' 4' 8' 7" 9' 10' 10' 2" 11' 8' 12' 1" 14' 0' 14' 0" 14' 0' 14' 0" #3 #3 SP #24' 10" 8' 2" 8' 6" 9' 8' 10' 1' 11' 6" 12' 0' 14' 0' 14' 0" 14' 0' 14' 0' Stud Stud Standard andard #3 4' 8' 7' 0' 7' 5" 9' 3' 9' 11" 11' 5' 11' 11' 14' 0' 14' 0" 14' 0" 14' 0' DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11" 11' 5' 11' 11' 14' 0' 14' 0' 14' 0" 14' 0" Standard 4' 7" 6' 2" 6' 7' 8' 2" 8' 9" 11' 1" 11' 10" 12' 10' 13' 9' 14' 0' 14' 0" Group B: _U SPr #1 / #2 5' 6' 9' 5" 9' 9' 11' 1" 11' 6" 13' 2' 13' 9" 14' 0' 14' 0" 14' 0' 14' 0" Hem-Fir r #3 5' 3' 9' 3" 9' 9' 10' 11' 11' 4" 13' 0" 13' 7" 14' 0" 14' 0' 14' 0" 14' 0" #1 & Btr U — P Stud 5' 3' 9' 3' 9' 7" 10' 11' 11' 4" 13' 0" 13' 7" 14' 0' 14' 0" 14' 0' 14' 0" 141 QJ O Standard 5' 3" 8' 1' 8' 7' 10' 10" 11' 4" 13' 0' 13' 7" 14' 0" 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern Pine••• #1 5' 9" 9' 6' 9' 10" 11' 3" 11' 8' 13' 4' 13' 10" 14' 0" 14' 0' 14' 0" 14' 0° #1 #1 SP #2 5' 6" 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0" #2 #2 • #3 5' 5' 8' 6' 9' 1' 11' 0" 11' 5' 13' 1" 13' 8" 14' 0" 14' 0' 14' 0° 14' 0" 1x4 Braces shall be SRH (Stress Rated Board). Stud 5' 5" 8' 6' 9' 1" 11' 0" 11' 5' 13' 1" 13' 8" 14' 0" 14' 0" 14' 0' 14' 0" Q1 r DFL xxxFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3" 7' 6" 8' 0" 10' 0' 10' 9" 13' 0" 13' 7" 14' 0' 14' 0" 14' 0" 14' 0' Industrial 45 Stress-Rated Boards, Group B O #1 / #2 6' 1" 10' 4' 10' 8" 12' 2" 12' 8" 13' 2" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" values may be used with these grades. d SPF #3 5' 9' 10' 2' 10' 7' 12' 0" 12' 6' 14' 0° 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" Gable Truss Detail Notes' 3 U H r Stud 5' 9" 10' 2' 10' 7" 12' 0" 12' 6" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' Wind Load deflection criterion Is L/240. O HF Standard 5' 9' 9' 4' 9' 11" 12' 0' 12' 6' 14' 0` 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" Provide uplift connections for 35 plf over X #1 6' 4" 10' 6' 10' 10' 12' 4' 12' 10° 14' 0' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' continuous bearing C5 psf TC Dead Load). d SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6" 12' 1' 12' 7" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" with 2' 0' overhang, or- 12' plywood overhang. S DLL Stud 5' 11" 9' 10' 10' 6' 12' 1' 12' 7" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0" Standard 5' 9° 8' B' 9' 3° 11' 7' 12' 5" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" Symm 1^ Attach 'L' braces with 10d (0.128"x3.0' min) nails. About' fl Gable Truss ( © )I( For CD 'L" brace, space nails at 2' o.c. Re in 18' end zones and 4' o.c. between zones. Diagonal brace option: X)1(For (2) 'L' braces: space nails at 3" o.c. vertical length may be #0000011 j r T In 18" end zones and 6' o.c. between zones. doubled when diagonal 18" O 'L' bracing must be a minimum of 80% of web brace is used. Connect I r� © member length, diagonal brace for 335# "L" .L at each end. Max web Brace ;i Gable Vertical Plate Sizes total length is 14'. I-----___________ 111E* Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 124 or 2X3 better diagonal r Greater than 4' 0', but 2X4 Vertical length shown brnce;hown)singleat 18, ' less than 11' 6' in table above. or double cut x 0 Greater than 11' 6' 3X 1. 45° <01 L_R n i © ' + Refer to common truss design for upper end. 0 LI a El r a LJ YD ! 1�` peak, splice, and heel plates. ontlnuous Hearing Q yam_ Refer to the Building Designer for conditions Connect diagonal atC not addressed by this detail, midpoint of vertical web. Refer to chart above for m.A,.�: �dL�l- wwWARNINCdww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF ASCE7-10—GAB12015 xxIMPORTANTwx FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /w, w � Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and fie/'. DATE 10/01/14 jam. follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA)for safety ---_ /01/ _ - \ practices prior to performing these functions installers shall provide temporary bracing per BCS!. UnleSS noted otherwise, top chord shall have properly attached structural sheathing and bottom chord D A12015ENC 101014 —"--'----�� n,., shall have properly attached rigid celling Locations shown for permanent lateral restraint of webs DRWG G /'n ((r-' nI7O shall hove bracing installed per BCSI sections 03,B7 or 510,os applicable. Apply plates to each face 06/05/2017 //1 ill Ij-i Imo\ I of truss and pasltion as shown above and on the joint Details, unless noted otherwise. �L +ILI, ILII \VVI Refer to drawings I60w-S For standard plate positions. OREGON Alpine,o division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this g' ' s"�itdrawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, / 5/17 Installation R bracing of trusses. 4 y14,20 0 MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional p engineering responsibility solely for the design shown. The suitability and use of this drawing V / • 73389 Lakefront Drfve For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. eel/Tao _ Earthgty,Mo830ne For more information see this job's general notes page and these web sites MAX. SPACING 24.0" ALPINE: www.olpineltw.con; TPI: www.tpinst.org;SBCA: www.sbclndustry.orgi ICC: ww,lccsafe.org Renewal 6/30/2018 Gabe De -tail For Let—in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. i; ()Refer to Engineered truss design for peak, splice, web, and heel plates. pr. © ®If gable vertical plates overlap, use a single plate that covers the total area of -the4. overlapped plates to span the web. p tabl ` 4 © © 0 ve tith al O Example: 2X4 leng typ. ill /I 2X4 / 2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member 6, A I Ilibiiii! Toe-nail , - Or - )/" X End-nail I 111\7 : 4) © © To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T" increase by length (based on appropriate Alpine gable detail). Attach each T. reinforcing member with End Driven Nails: Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.",min) Nails at 4" o.c. plus length is 14' from -top to bottom chord. (4) nails in the -top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the "L' reinforcing member. Rigid Sheathing Toenalled Nails: 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 4 Nails � � (4) toenails in the top and bottom chords. 'T' Reinf. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase 2x6 20 Reinforcing wind loud. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP tt3 4' o.c. A11515ENC101014, AI2015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A200I5ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = L30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L" Brace Length = B' 7" A18030ENC101014, A20030ENC101014, A2003OEND101014, A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2° See appropriate Alpine gable detail for maximum unreinforced gable vertical length. V) 4 Nails w.."=.4Ceiling ,�41L PRQ�FS •.WARNING!•.READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF LET—IN VERT ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. MiiiiallilaTrusses 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 DATE 10/01/14 V.7-N., 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 06/05/2017 DRWG GBLLETIN1014 �, -- -=,� 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 310, as applicable. Apply plates to each face --- I _ f truss and position as Shawn above and nn theJoint netails,unless noted otherwise. OREGON /--,- J 0 �J Refer to drawings 160A-Z for standard plate positions. A r AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from , 45217 j�p- this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Ne $$'�Tat‘...t MAX, TOT.. LD. 60 PSF installation 4 bracing of truwse 8 A seal on this drawing or cover page listing this drawing,indcates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawingDUR. FAC. ANY For any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront DriveFor more Information see this Job's general notes page and these web sites: Renewal 8/80/2018 Earth Cily,M083045 ALPINE. www.alpineitw.conl TPI' www.tpinst.orgi SBCA www.sbcindustry.orgl ICC. www.iccsafe.org MAX, SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Ex osu e C Common Resioential Gable Eno Wind Bracing Requirements - Sti-feners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 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" maxi 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 I -* i rl . / 1 2X4 Blocking nailed to , 45° sheathing and 24' Max each truss (Typ) mia IN 1 II III III 1111 Il NI Iiiiiiiii,..\1111%,..1111111 INNUMMIMMIMMEMENIMMOMMININIMIMMINIMMUNIMMINNIZEN 2X4 DF-L #2 H/2 or better Lill diagonal brace. Attach each end X for 560#, 11111 I 111111111111101111611.- ,s,, 1 X ' /�■�■�■�' B�■g��� ■ ■ ■ _ ontinuous — 2x6 #2 Stiffback attached to each <G S �soPROp . / Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails. ,< S ...WARNING. READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF GE WHALER ...IMPORTANT.*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Towsthe require exton o caCS in fabricating,nentUSa, shipping, mationi, nT banding. )Refer so etc 4rAllaillill follow the latest edition of BCS[ (Building Component Safety oil provide by TPI and SBCA) for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. -- ---------- -------- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG GABRST101014 ,s,, shall hove o properly attached rigid ceiling. Locations shown for s P Y 9 9 permanent yrpl testtaint of webs __- � shall have bracing inst oiled per BCSI sections B3, J or BIO, as applicable. Apply plates to each face 06/05/2017 "-� I 0- I , of eruss and position o how' ondor and to the Joint Details,unless noted otherwise. L�ILI, \vi Refer {o drawings 160A-Z for standard plate positions. O6(�? QN Alpine, n division of ITW Building Components Group Inc. shah not be responsible for any deviation from /D AN ITW COMPANY ;his drawing,pay failure to build the truss in conformance with ANSI/TP! 1, or for handling, shipping, e installation 4 bracing of trusse G �LY14,20 o MAX. TOT, La 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional �8ef1 Tar'. engineering responsibility solely for the design shown. The suitability and use of this drawing , 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renewal 6/80/2010 MAX. SPACING ALPINE, www.olpineltw.coml TPI. www.tpinst.orgi SBCA wwwsbcindustry.orw ICC, www.iccsafe.org _ LR Reln - orcilg veHcer Slos Li LL, Lion T-Reinf orcer>lent This de-tail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L-Reinforcerient: or reinforcement method is desired. L-Reinf, ,� ,` Apply to either side of web narrow face. ,, Attach with l0d (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. ►, , MI For minimum alternative reinforcement, re-run design with appropriate IINN " 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, iiii Attach with l0d (0.128`x3.0',min) nails —� 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(1( 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. (31E) Center scab on wide face of web, Apply (1) scab to each face of web. MI MINI itto PROF, c ••VURNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL PSF REF CLR IT 1-.••IMPORTANT••FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING TI INSTALLERS. Trusthe require extonmo care in uilding ting,nentUSa shipping, mation, and brading. R) for tosa enyDL PSF DATE 10/01/14 Follow the latest edition of BCSt (Bullding Component Safety Information, by TPI and SBCAJ for safety OrAlailliNA., 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 cher. BC DL PSF DRWG BRCLBSUB1014 "-'--" T� I'I ww shall have n properly attached rigid ceiling. Locations shown for restraint of webs �� y_u v ' P P Y rgi g. permanent lateral each face --_-- ---'-------- ------ shall have bracing fastened per. BCSI sections B3, B7 or B10, as applicable. Apply plates to 06/05/2017 BC 1 1 ! of truss and position o hewn above and on the Joint Details,unless noted otherwise. ^�pC�/� LL PSF Refer to drawings 160A-2 for standard plate positions. 'c ylyLw�,y��N _ AN ITW COMPANY Alpine,o division of ITW Building Components Group Inc. shall not be responsible for any deviation from VV'V•J��/�' TOT. LD. PSF this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, /_ 441,14,20� installation 4 bracing of trusse Y A seal on this drawing or cover page listing this drawing,imitates acceptance of professional 8g a engineering responsibility solely for the design shown. The suitability and use of this drawing Ven Tar DUR, FAC, 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 this Job's general notes page and these web sites. Renewal 6/30/2018 SPACING ALPINE, www.alpineltw.coml TPI, www.tpinst.orgl SBCA, wwwsbcindustry.orgl ICG www.iccscfe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Dr 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace R (1) 2x4 'V Brace w (2) 2x4 "L" Brace MM (1) 2x6 L' Brace r (2) 2x6 "L" Brace w■ 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 AI S 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 r #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 CD O I J E Stud 4' 4' _ 7' 2' 7' 7' 9' 1" 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0" 14' 0" I�r 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 Pinewsw QJ #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 SP #2 4' 7" 7' 10' 8' 1' 9' 3" 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' stud stud 14' 0' 14' 0" 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" NI-a.] DEL Stud 4' 6" 6' 6' 6' 11' 8' 7" 9' 2' 10' 11" 11' 4' 13' 6' 14' 0° 14' 0' 14' 0' d Standard 4' 4" 5' 9" 6' 1' 7' 7' 8' 2' 10' 4" 11' 1" 11' 11' 12' 10' 14' 0' 14' 0' Group B. U #1 / #2 5' 3" 8' 11" 9' 3° 10' 7' 11' 0' 12' 7" 13' 1' 14' 0' 14' 0" 14' 0' 14' 0" Hem-Fir _ SPE #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 c_ U I IC' Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10' 12' 5' 12' 11" 14' 0' 14' 0" 14' 0' 14' 0' #1 -a) o f-1 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 Pine■■■ #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 DELStud 5' 1" 7' 11" 8' 5' 8' 5' 10' 6' 10' 6' 10' Il" 12' 6' 10' 11' 13' 0' 13' 0' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' 1x4 Braces shaltbe SRB (Stress-Rated Board). I1 ly/ 5' 0' 7' 11' 12' 6" mmmFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0" 7' 5' 9' 4' 10' 0" 12' 5' 12' 11" 14' 0' 14' 0' 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9" 9' 10' 10' 2' 11' 7' 12' 1' 12' 7" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P ic #3 5' 6' 9' 8" 10' 1" 11' 6' 11' 11' - 13' 8" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" Gable Truss Detail Notes: U 1 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. - �I Standard 5' 6" 8' 8" 9' 3' 11' 6' 11' 11' , 13' B' 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" provide uplift connections for 70 plf over X #1 6' 0" 10' 0' 10' 4" 11' 9' 12' 2' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). S #2 • 5' 9" 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' d 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. DEL 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' Sy'^m r Attach 'L" braces with lOd (0,128'(3,0' min) nails. �' About I O )1E For (1) 'L' brace: space nails at 2' o.c. �I Gable Truss In 18' end zones and 4' o.c. between zones. Diagonal brace option: N IEFor (2) 'L" braces: space nails at 3" o.c. vertical length may be j T i in 18' end zones and 6' o.c between zones. doubled when diagonal 18' �0 'L' bracing must be a minimum of 80% of web Iii brace is used. ConnectL rN I it © member length. diagonal brace for 385# 'L' — at each end. Max web Brace ;♦ Gable Vertical Plate Sizes total length Is 14'. L------__ A(X , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 104 or 2X3 better diagonal r — ll��� Greater than 4' 0', but 2X4 Vertical length shown brnce; single 18, ' less than 101'4''6.0', l' 6' In table above. or double cut X( +� © Greater than tl' 6' 3X loll 45' (as shown) at L _.. y� i 0 + Refer to common truss design for upper end. a 3 o- J •r Q' 0 ■I__ 1 0 ` peak, splice, and heel plates. ontlnuous Bearing4.40$114141M. � Connect diagonal at +(vI noteaddressedB Building detail. er for conditions midpoint of vertical web. Refer to chart above for mw ,yyic '.t', weWARNINGIsw READ AND FOLLOW ALL NOTES ON THIS DRAWING! _ REF ASCE7-10-GAB12030 ecIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme core In fabricating,handling, shipping,installing and bracing. Refer to and / � pfollow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA)for safety DATE 10/01/14 // � ractIces prior to performing these Functions. Installers shall provide temporary bracing per BCSI. Or............. ;;W - Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 G- - m shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs FFF1�� FFF��� �1 shall hnva bracing ins{nlletl per SCSI sections H3,H7 or B30,os applicable. Apply plates to each focw 06/05/2017 //f I I [i ))-I Imo\ I I , o£ truss and position as shown above and on the Joint Details,unless noted otherwise. " �ILJ, ILJI \VVI I Refer to drawings 160A-Z for standard plate positions. OREGON _ Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, ," 41§6.114,210 /�4,210 A AX. TOT. LD. 60 PSF Installation P.bracing f trusses. 4," Alf 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 a of this drawing .8 ell Tao ,- 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. _ Earth City,MO 63045 For e more information see this job's general notes page and these web sites Renewal 613012018 MAX. SPACING 24,0" ALPINE: www.alpineftw.comi TPI www.tpinst.crgi SHCA: www.sbcindustry.orgi ICG www,ICcsafe.org