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Plans (416) r)(ve:7 11' tO2A2\ Alpine, an ITW Company \ PM01/4.61/4-4 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 �� Page 1 oft Document ID:1W277175Z1005125346 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0717010--PARR LUMBER-HILLSBORO -Bindweed Cedar Plan lot 2 -- VERIFY VERIFY, OR Model Code: IBC Truss Criteria: I BC2015/TP I-2014(STD) _¢F.Q PRQF Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, • FSs Truss Design Loads: R 1 of - N- 4/2 # 1.15 Duration �.0 �1 G I N E'0n.14 � ,49 83284PE Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Deternination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of4 `+,cria,zod' record, as defined in ANSI/TPI 1. `Y`4@!1 T7iVt t 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 - ,vv,12018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- 07/05/20I Subnitted by RTT 12:53:16 07-05-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 77223--AGE 17186212 07/05/17 2 77224--A 17186213 07/05/17 3 77225--A1 17186214 07/05/17 4 77226--B 17186215 07/05/17 5 77227--BGE 17186216 07/05/17 6 77228--CGE 17186217 07/05/17 7 77229--C 17186218 07/05/17 8 77230--DGE 17186219 07/05/17 9 77231--DG 17186220 07/05/17 10 77232--EGE 17186225 07/05/17 11 77233--E 17186221 07/05/17 12 77234--E1 17186222 07/05/17 13 77235--FGE 17186223 07/05/17 14 77236--F 17186224 07/05/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER—HILLSBORO —Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR — AGE) Top chord 2x4 HF #2 :T1 2x4 DF-L 2400f-2.OE: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x3 HF #2 :M14 2x4 HF #2: 120 mph wind, 21.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Truss designed to support 1-0-0 top chord outlooker span and anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC cladding load not to exceed 5 PSF one face, and 24" span DL=4.2 psf. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Wind loads and reactions based on MWFRS with additional C&C member allowed within 12" of notches. 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live (a) #3 or better scab reinforcement. Same size & 80% length of web load applied per IBC-15 section 1607. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X77---- M1, ,i0= 1 ,5X4(**) III T 5 , 3X5 T1 , 5 8-8-1 ' //mil _ 018-0-0 t 3X5(A1) = 3X7(**) 5X7= B2 3X5(A1) 2-63 1-6-0 I, 20-0-0 ,I, 20-0-0 J E 40-0-0 Over 2 Supports R=138 PLF U=7 PLF W=20-0-0 RL=8/-8 PLF R=125 PLF U=10 PLF W=20-0-0 Note: All Plates Are 1 .5X4 Except As Shown. so PROF PLT TYP. Wave Design Crit: IBC2015/TPI-2014(STD) <t,� SSS E FT/RT=2%(0%)/4(0) 16.01 .ft 0 (tRy � ' OR/-/1/-/-/R/- Scale =.125"/Ft. Truss Components of Oregon (503)357-2118 wsWARNINGIwaw READ AND Foca ALL NOTES ON THIS DRAWINGI / REF R7175- 77223 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ifj � 83294PE 9 TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing.Refer to and follow Q' DL 10.0 PSF DATE 07/05/17 the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior I t• to performing these functions. Installers provide3temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached t t ral 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 o7iosi2oi7 DRW CAUSR7175 17186212 n I� �� I sections B3. B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on [} the Joint Details, unless not.otherwise. Refer co drawings 160A-Z forstandard plate positions. i , Alpine, a d"%Tien of ITR Building Components Group Inc. shall not ba responsible for any dpviacien from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT tlrawing, any failure to bulltl the truss In conformance with ANSI/TPI 1, or for hantlling, sM1l ppl ng. AN IrW COMPANY Installation&bracing of trusses. A Twl/ Oa a TOT.LD. 42.0 PSF SEQN-w..I on thisengineeringing Sr ester page listing this drawing, indloat .ee.ptenee of professional engineering ys LY 4,ZO �� 122878 responsibility solely for the design.noon. The suitability end use of this drawing for any structure Is the ap 8351 Rovaga Circle reon.ibi I ivy of the Sul Wing Designer per ANSI/TPI 1 S.e.2. see I'Tao a. DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For p information Tthis Jobs general s page and these web sites: JREF- 1W277175Z10 ALPINE: www.alpineliw.con; PI see awm tpinsc. rg; .TCA: www.sbcindustry.com, ICC: www.iccsafe.org Renewal wacia018 SPACING 24.0" I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 21.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X5 5X7= 3X5 3X5 s T 1.5X4% 3X7 1.5X4 N 8-8-1 �. (a) " ;IIIFIIIIIIIFIlIIII_. W +18-0-0 1 0000, 3X5= 6X8= B2 3X5= 3X10(61) _ 3X10(61) 6_3 1-6-0 7-1-3 10-3-141_ 6-51-- 9-8-25-6 „fc 6-59-8-21_ 615,6 —I10-3-14-3 I, 20-0-0 I 20-0-0 40-0-0 Over 2 Supports R=1909 U=147 W=5.5” R=1823 U=135 W=5.5" RL=141/-144 IED PROp PLT TYP. Wave Design Crit: IBC2015/TPI-2014(STD) 5� SSS FT/RT=2%(0%)/4(0) 16.01.. 0 t deVp oh OR/-/1/-/-/R/- Scale =.125"/Ft. Truss Components of Oregon (503)357-2118 •.VARNINGI•• READ Nn FOLLOW ALL NOTES ON THIS mwIrcl 4 (� 0. 825 N 4th Ave,Comelius OR 97113 *.IMPORTANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 9 TC LL 25.0 PSF REF R7175- 77224 — Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow a " the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier / DL 10.0 PSF DATE 07/05/17 r. o performing these functions. Installers shall provide5temporary bracing per BCSI. unless noted otherwise, top herd shall have properly attached structural sheathing and bottom chard shall have a Properly attached :C DL 7.0 PSF rigid Oen ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI o7�05�2017 DRW CAUSR7175 17186213 - rl 1 �� I sections B3, B7 or Big, as applicable. Apply plates to each face of trussand position as shown above and on II Lr- the Feint Details, unless noted otherwise. Refer to drawings iGOA_z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT i I Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON tlrawi ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, _ AN ITW COMPANY installation&bracing of tresses. 1 = TOT.LD. 42.0 PSF SEAN- 122874 A on thesolely d d yg for their sign listing this droning, Inald.tesced e?tAlc dr or pg far.any s engineering 4s,.II Tao•t� DUR.FAC. 1 .15 FROM BB Aresponsibility..ia., Brewin Tor abn design Moan. The suitability les.la use of this Orwinp for.lO,.erucwre is tM 83Sl Rovana Circle responsibility of Sb.Building Designer per ANSI/TPI I S.e.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: JREF- 1W277175Z10 ALPINE: www.alpineltw.com; TP1: wwe.tpinst.org;.TCA: www.sbcindustry.com: ICC: www.iccsafe.org Renewal 8130/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5 li2 3X5 3X5 1 .5X4 3X50 3X5 lok W41 .5X4 5 r 8-8-1 /111114..._ (a) Wc"J 18-0-0 \ 3X10(61) = 3X5= 6X8= 3X5= 3X10(61) 1-6-0 7-1-310-3-14 _I, 6-5`6 _I, 9-8-26-5-6 >I< 6-5-6 _1, 6-5-6 10-3-14-1-3 _I I_ 20-0-0 ,I, 20-0-0 J 1< 40-0-0 Over 2 Supports R=1710 U=123 R=1831 U=139 W=5.5" RL=128/-125 eO PROF Design Crit: IBC2015/TPI-2014(STD) 9 N.:0 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'d 0/4 Q 6W F- s/. OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-2_118 ••WARNING!ww ca a READ AND FOLLOW ALL NOTES THIS DRAWING! V 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS BRANINB To ALL COMPACTORS INCLUDING THE INSTALLERS, 44 83294PE '�TC LL 25.0 PSF REF R7175— 77225 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior / DL 10.0 PSF DATE 07/05/17 >7 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly at structural c uctural sheathing and bottom chord shall have a properly attaches :C DL 7.0 PSF DRW CAUSR7175 17186214 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51 07�05�20 17 ' 1���0 I 1drawings 160A_Z for standard sections B3. B7 or 610, as applicable. Apply plates to each facendard plate positions.bove and on of truss and position as shown a A IIthe Joint Details, unless noted otherwise. Refer to OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITN Building Components group Inc. shall not be responsible for any deviation from this drawing. any failure to build the truss in conformance with ANSI/7P1 1, or for handling. shipping, AN ITW COMPANY installation.bracing of trusses. 'V Ly�amaco" il TOT.LD. 42.0 PSF SEAN- 122881 A seal en this drawing or cover page listing this drawing, Indicates.maept nae of professional engineering 4s@ It Tar' he 8351 ROYaOa Circle rro'ponsibilittyy oftheBull ieting�Desigigner�ANSI/TPI 1 Seoi.a"e .e of cols drawing for any structure Is the @ DUR.FAC. 1 .15 FROM BB Sacmmerdo,CA 95828 For more information sea this Jobs general nates page and these web sites: lO SPACING 24.0" JREF— 1W277175Z10 ALPINE: wwe.alpineltw.com; TPI:www.tpinst.org; RICA: ww.sbcindustry.com; ICC: www.iccsafe.org Renewal 8/30/20 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 :T4 2x4 DF-L 2400f-2.OE: 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: :B3 2x4 HF SS: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5, W6 2x4 HF #2: DL=4.2 psf. Calculated horizontal deflection is 0.30" due to live load and 0.21" Wind loads 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 live and L/240 total load. Creep increase factor for dead load is 2.00. Calculated vertical deflection is 0.68" due to live load and 0.97" due to dead load at X = 29-9-0. 5X5(R) III T 5X10 1 .5X4 111 1 .5X43X5 3X5% ` 5 3X5 o 8-8-1 T4 5 r W3 (a) YY4 (a) 1 .5X4= W5 H1019= B3 J 2.5 1 _ 2.5 — 18-0-0 \`•J 3X10(B1) = 3X5::--- 5X10 4X12(F1) 1-6-0 7-1-1 6-5-4 6-5-12 4-10-8 4-10-8 4-8-4 5-6-12 10-3-10 9-7-14 9-9-8 10-3-0 20-0-0 20-0-0 19-11-8 9-9-8 10-3-0 40-0-0 Over 2 Supports > R=1711 U=122 R=1835 U=139 W=5.5" RL=128/-125 �eo PROFF Design Crit: 18C2015/TPI-2014(STD) .(�G SS, PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.14%-0 Amarh,ib OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-7118 eeWARNINGImw READ AID FOLLOW ALL NOTES ON THIS DRAWING! 4/ �TC LL 25.0 PSF REF R7175- 77226 825 N 4th Ave,Comelius OR 97113 e.wwanANr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. .S 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 BTCA) for safety practices prior C IL 10.0 PSF DATE 07/05/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chore shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI 07/05/2017 ;C DL 7.0 PSF DRW CAUSR7175 17186215 All �� sections B3. 87 or B10. as applicable. Apply plates to each face of truss and position as shown above and on :C LL II`I o I the Joint Details. anless noted otaarwise. Refer to drawings 160A_Z for standard Plata positions. OREGON 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of 1bu Building Cosponents Group Inc. shall roc be responsible for any tlppiat ion from this tlraeing, any failure co build the truss in conformance with ANSI/TPI 1, or for handling. shipping, C AN ITW COMPANY Installation A bracing of trusses. G `Ztr 14,28 to TOT.LD. 42.0 PSF SEQN- 122887 A aeon on this drawing or cover sign listing Tills drawing, indicates of perpe of gprofessional ucteengineering ee epi Tao' DUR.FAC. 1 .15 FROM BB responblty osolely for the design shown. NTimSI suitability aha use o1 this arwl,q for any structure is the 8351 Rosana Circle responsibility x the Building Designer per ANSI/TPI 1 See.z. Sacramento,CA9582s Far more informationItis Job's general notes page and these web sixes: Renewal 8/30/2018 SPACING 24.0" JREF- 1W277175Z10 ALPINE: www.alpirreiiw.cwn; TPI: eww . pl nst.org;RfCA: ewr.sbcintlus<ry.com; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 :T1 2x4 DF-L 2400f-2.OE: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x3 HF #2 :M14 2x4 HF #2: 120 mph wind, 22.19 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=4.2 psf, wind BC not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord DL=4.2 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 Wind loads and reactions based on MWFRS with additional C&C member notches. 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 member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase NOTE: If wall top plate is not aligned with ceiling plane, wall factor for dead load is 2.00. bracing must be provided to ensure adequate support. See IBC2015 sec. 2308.9.1. Building owner or building design professional shall be responsible to retain engineer for wall/support bracing design. 5X5 1 .5X4(**) III - : 1 .5X4(**) III 3X5% 3X5 .. M14 ., 5 , ,� ;a) 8-8-1 —7 5 Ti I I 1 /////////////////////////////////////////////////////////////// ////// t Q t t 4 1 I 1 18-0-0 1 3X5(A1) = 5X5 3X5(A1) B2 1-6-0 L- 20-0-0 --I- 20-0-0 J h40-0-0 Over 2 Supports -d R=126 PLF U=5 PLF W=20-0-0 R=124 PLF U=10 PLF W=20-0-0 RL=7/-7 PLF Note: All Plates Are 1 .5X4 Except As Shown. _so PROFS, Design Crit: IBC2015/TPI-2014(STD) �( cft PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1;-0 L4 C N E O OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2I18 ';11A�11�1" FOLLOWTHIS Alls ON IS l"61 - lima TC LL 25.0 PSF REF R7175- 77227 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT' PUNISH THIS DRAWING TO ALL CONTRAC ORS INCLUDING THE INSTALLERS. Trusses require extreme emu care in fabricating, handling, shipping, Installing and bracing. Refer to and follow C 1 L 1 0.0 PSF DATE 07/05/17 the latest edition of /(Building Component Safety Information, by TPI and MICA) for safety practices prior to performing these functions. Installersushall provide temporary bracing per SCSI. Unless noted otherwise. lidlik top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 07/05/2017 ;C DL 7.0 PSF DRW CAUSR7175 17186216 All LF1 sections B3. 87 or B10, as applicable. each Apply plates to faceof trussand position as shown above and on I i the Joint Details, unless noted otherwise. Refer to drawings 160A-7 for tandard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT J I Alpine, a division of ITN Building Components Group Inc. shall not t be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping. AN IrwconAR4NY installation A bracing of trusses. 4 `t/t'.Y 14,2Oa° t0 TOT.LD. 42.0 PSF SEQN- 122891 A.NI on this droning.r mew, peg.listing Thl.drawing, Indiana*of this drawing profession*,structure -08ell Tan�. DUR.FAC. 1 .15 FROM BB responsibility solely for Hoe design shown. This drawbl I It7r and use of Hula drwleg for any streeeure Is engineeringthe 8351 Rovana Circle re.pen.lbillty or the Building Designer per ANSIITPI 1 Sw.2. Sacramelao,CA95828 For more information see this Jobs general notes page and these web sites: Renewal 813012018 SPACING 24.0" JREF- 1W277175Z10 - ALPINE:www.alpineitw.can; TPI: www.tpinst.org; WTCA: www.sbcindustry.com: ICC: wwr.iccsafe.org I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 20.34 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=4.2 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed 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 S12030ENC100815 & GBLLETIN1014 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. 4X5 i i 5-4-13 107111111 7 10 1 WtaU i i i i i i low 4_18-0-0 / ' 2X4(B1) = 2X4(B1) L1-4-0>1 Ic1-4-0J L- 6-0-0 ,I, 6-0-0 -J 12-0-0 Over Continuous Support R=175 PLF U=34 PLF W=12-0-0 RL=16/-16 PLF Note: All Plates Are 1 .5X4 Except As Shown. O PROF Design Crit: IBC2015/TPI-2014(STD) leL 'An PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.14% ‘�N q. yO OR/-/1/-/-/R/- Scale =.375"/Ft. _ Truss Components of Oregon (503)357-2118 "wARNINGI•• RF/1D AND FOLLOW ALL NOTES a1 IRIS DRMI1G14, 83294PE p TC LL 25.0 PSF REF 87175- 77228 825 N 4th Ave,Cornelius OR 97113 "INFORTANT.. FINNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS. Iii Trusses require sof BCS care in ngbCompoen handling, shipping, installing and bracing. Refer rac and follow / C I L 10.0 PSF DATE 07/05/1 7 Che latest edition of extreme aBel in ng Component handl Information, b TPI and and for g. practices for Lo performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.D PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 07/05/2017 DRW CAUSR7175 17186217 • r, 1 O�� ; sections B3, B]or B10, as applicable. Apply plates to each face of trussand position as shown above and on II L the joint Datella. anlasa entad otM1ar .se. Refer to drawlnse 16oA.z£nrtandard plata Paaltlana. OREGON C LL 0.0 PSF CA—ENG BFR/RTT Alpine, a dl vision of ITN Bui lh t Components Group Inc. shall not ba responsible for any deviation from this drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IrwCOMPANY Installation&bracing of trusses. 4 141'14,204 4 t0 TOT.LD. 42.0 PSF SEQN- 122893 A...I on this droving or cover p.w.listing this drawing, Indicates sweeten**w professional engineering responsibility eel.ly for the design.ha.n. The suitability and use*frills drawing for any structure Is the eV eSA W. DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer par ANSI/TPI 1 Sae.2. Nx Sacramento,CA 95828 For more Information, b this Jos general s page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W277175Z10 ALPINE: www.alpineitw.com; TPI:www.tpinst.org; WTCA:waw.sbcindustry.com; ICC: waw.Iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 120 mph wind, 20.34 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per 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 ,AI 10 5-4-13 �� ■ �� 4_18-0-0 / 1 .5X4 III 2X4(B1) -=— 2X4(81) L1-4-0.-1 L1-4-0..1 f< 6-0-0 >l< 6-0-0 L- 6-0-0 -J- 6-0-0 J I` 12-0-0 Over 2 Supports >1 R=649 U=46 W=5.5" R=649 U=46 W=5.5" RL=129/-129 Design Crit: IBC2015/TPI-2014(STD) `o�EV PRO . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►,,,!;,`6 ,� ,� S'/ OR/—/1/—/—/R/— Scale =.375"/Ft._ Truss Components of Oregon (503)357-2118 w'WARNINGI« READ AID FOLLOW ALL NOTES ON THIS WRING! r REF R7175— 77229 825 N 4 Ave,Comelius OR 97113 **IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING TIE INSTALLERS. �� V 832»4PE41 IC LL 25.0 PSF ::::::::::::x:::::::: russes require extreme c ra in Pebricati ng, M1a,dlirg, shipping, 1::::::::::::::::::::,:::: nstalling antl bracing. Refer co antl Pollow /1w the latest edition of BCSI (Building Component Safety Information, by TPI antl wTCA) far safety practices prier �w = DL 10.0 PSF DATE 07/05/17 o performing these functions. Installer'shall providBStemporary bracing Per BCSI. Unless noted otherwise. tap chOrd shall have properly attached structural sheathing and bottom chord shall have a properly attached T. rigid ceiling, rotations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17186218 r, 1 O`� , sections B3. 87 or B10, as applicable. Apply plates to each face of trussLand position as shown above and on II L J 1 the Joint Details, unless noted otherwise. Refer io drawings 160A-Z Pors standard plate positions. �7�05�20 17 Alpine, a division of ITN Building components Group Inc. shall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing. any failure nto build the tress in conformance with AN51 Tpl ,, or for handling, shipping. _ TOT.LD. 42.0 PSF SEQN— 122895 AN ITW COMPANY istal ration.bracing of trusses. A...l an urs droning or eey.r peps listing this droning, Indle t.s.ee.pt.nee of professional.nyln..ring LY 14,2614 0 r..pen.IbIllty.ol.ly for the d.slgn.noon. Tho suitability end u.e of this draping for any structure Is th. 8751 Rrnana cycle r..pan.lblllty of th.Building Designer p.r NISI/TPI 1 S.e.2. se'ell Tan�- DUR,FAC. 1 .15 FROM BB - Sacramento,CA 95828 For.ore information sae this Job's general notes page and these web sites: SPACING 24.0" JREF— 1W277175Z10 ALPINE: www.alpineitw.com; TPI:wnw.tpinst.org; WTCA: www.sbcindustry.eom; ICC: www.iccsafe.org Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.91 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=4.2 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 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" 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 4X5 at edge of lower roof diaphragm, or use purlins at 24" oc. r 411los 3X7.% il Igl 8-6-5 1111 10 g 18-0-0 I:_. 3X7 - 2X4(81) = 3X5(B1) L1=4-_q_ 12 3-12 -I 01,47 I< 13-6-0 '-k 6-0-0 7-1-5 2-7-11 3-4-11 0-4-5 6-0-0 1 19-6-0 Over 2 Supports R=217 PLF U=21 PLF W=7-6-0 R=966 U=37 W=5.5" RL=28/-28 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: I BC2015/TP 1-2014(STD) �����PRU�cFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ." Gk lE w OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ''WARNING!caw READ AID FOLLON ALL NOTES ON THIS IIRMINBI (} �iQ TC LL 25.0 PSF REF 87175— 77230 825 N 4th Ave,Gemellus OR 97113 "IMPORTANT.. FURNISH THIS DRAINING To ALL CONTRACTORS INCLUDING THE INSTALLERS. ((� 83294PE - therla estreedditioextreme ofrBCSI(Bu ltl fabricating, shipping,SSaafety"Informatl Installing ys PIland UTCA)rfor"safety practices. Refer to and ollow prior prior Q' j . DL 10.0 PSF DATE 07/05/17 to performing these functions. Installers provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,0411164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17186219 ,4 L�� 1 sections B3, 87 or B10, as applicable. Apply plates to each face of trussrand position as shorn above and on 07/05/2017 I ' the Joint Details, unless meted otherwise. Refer to drawings 160A_Z erandard plata positions. BC LL 0.0 PSF CA-ENG BFR/RTT I drawing. a division o£ITR Building truss inecon Group Inc, shall ANSI/TPI be responsible for any deviation from this OREGON tlrawlrg, any failure to build the In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. ya. TOT.LD. 42.0 PSF SEQN— 122897 Niel al on this dressing or cover pe listing this drawing, Indicates acceptance of profenlonel engineering 4 vLY 14,26 8351 R01alR Circle responsibility solely for the design shown. T.suitability and n,.e of this drawing for any structure I.the �sgli Tan a-� DUR.FAC. 1 ,15 FROM BB reepOl lblIlty of she Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information s this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 W277 1 7 5Z 1 0 ALPINE: www.alpineitw.con: PI: www.tpinst.org: With:www.sbcindustry.com; ICC: mme.iccsafe.org Renewal 8180/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - DG) Top Bot chord 2x6 DF-Lchord 2x4 HF 2SS 2 COMPLETE TRUSSES REQUIRED 1 z Webs 2x4 HF Std/Stud :W3, W7 2x4 DF-L Std/Stud: Nail Schedule:0.120"x3", min. nails :W5 2x4 HF #2: Top Chord: 1 Row @12.00" o.c. :Rt Wedge 2x6 HF #2: Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 76 plf at 0.00 to 76 plf at 9.75 4" o.c. spacing of nails perpendicular and parallel to TC- From 76 plf at 9.75 to 76 plf at 19.50 grain required in area over bearings greater than 4" BC- From 7 plf at 0.00 to 7 plf at 19.50 BC- 1709.86 lb Conc. Load at 1.56, 3.56, 5.56 120 mph wind, 22.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1711.36 lb Conc. Load at 7.56, 9.56,11.56,13.56 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC 15.56,17.56 DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X8(R) III n 5X10 1 5X10III o� 3X10411111 111111111 3X10�� 10 7 1O 8-6-5 L 411111111 gailiiiiiiill ME ••• 1E11111111MM , 113—0-0 / 5X10(610R) 3X10111 5X7= 8X8(R) III 5X7= 3X10111 5X10(B10R) Fc----3-7-3 4.- 3-0-14--›-F 3-0-14 3-0-14--4F3-0-14 -j-- 3-7-3-3d L 9-9-0 9-9-0 J k 19-6-0 Over 2 Supports R=8657 U=701 W=5.5" R=8360 U=678 W=5.5" Design Crit: IBC2015/TPI-2014(STD) Eo PRopt PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.!iR tf .� .+ r+fii„..S'S OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 aaWARNINGI ae Rego AID FOLLOW ALL NOTES CO nNls DRAWING! \ 825 N 4th Ave,Comelitls OR 97113 "HFURNISHraRrA"T" FURNISH THIS DRAINING To ALL coyrRACTORs INCLUDING THE INSTALLERS. (/C'�1 832E 4/"j TC LL 25.0 PSF REF R7175— 77231 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow �r F the latest edition of BCSI(Building Component Safety Information. by TPI and WTCA) for safety practices prior •1 DL 10.0 PSF DATE 07/05/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per DRW CAUSR7175 17186220 Al , sections B3, B7 or 610, as applicable. Apply platen to each face of trussand position as shown above and on 07/05/2017 LpJI I 1 the Joint Details, less noted otherwise. Refer co drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA—ENG BFR/RTT I �I Alpine. a division of ITW Building Components 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 mw COMPANY installation&bracing of trusses. 13 Lae TOT.LD. 42.0 PSF SEQN- 122900 A seal an this Orewlno or oewr pays listing this drwing, indicates segpteno.of prefsealonel engineering "kr , GV- _ responsibility,oi.Iy for dinLilo«sign shown. The suitability a»of this drawing far any structure Is ih. 4S�e�ilTan.t0 DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle reapalu lelllty of the Dade lny D.alprr p..A161/7P1 1 S.s.z. Sacmmento,CA95828 For more Information see thisJob's general notes page and these web sites: SPACING 24.0" JREF— 1W277175Z10 ALPINE: wmw.a 1pineiiw.com; TPI: www.tpi.tpi nsnst.org; WTCA: www.sbclndusiry.can: ICC: wwr.i«safe.org ReiemWpl RIan/'7ir1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- 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=4.2 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Right end vertical not exposed to wind pressure. allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 1 .5X4 III 1 .5X4 III . 1 .5X4 M P 5 1111 2-5-1 mi.......jIIIIIMIIIMMM=IJIIIIIuj1 11 1 .5X4 III 2X4(A1) 1 .5X4 III 1 .5X4 III L 2-0-0—>-1 H5-0-0 Over Continuous Support H R=134 PLF U=63 PLF W=5-0-0 RL=32/-4 PLF Design Crit: IBC2015/TPI-2014(STD) ED PROF . PLT TYP. Wave FT/RT=2%(0%)/4(0) 17.01.'1 `rS1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-'_118 ”WARN ING!'• READ AND FOLLOW ALL NDrES ON THIS DRAWCIINGI ' FF' ©y TC LL 25.0 PSF REF R7175- 77232 825 N 4th Ave,Comelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, (.)a 83294PE '9 Trusses require extreme care in fabricating, handling,Information, installing and bracing. Referp to and Follow 4' / DL 10.0 PSF DATE 07/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI am NTCA)for safety practices prior to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, _ top chord shall have properly attached structural sheathing am bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BC BC DL 7.0 PSF DRW CAUSR71 75 17186225-- A[1 71 86225 A I' ,LJO U N i se<uons Bs, BT or as app..cable. Apply places to aa<h od£v" tam pesiuon as shpwn abave and on 07/05/2017 the Joint Details, unless noted otherwise. Rafar w drawings 1601-Z£er'=antlard plata positlena. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a dlvislof 17W Bthe q Components Group Inc. shall n t be ror ibla for any deviation from this OREGON i drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling. shipping. SEQN- 1 6527 REV AN ITR COMPANY installation abracing oftrusses. TOT.LD. 42.0 PSF A.wl on tills drawing or cover pegs listing this drawing, Indloetes.sentence of professional engineering 13 04 r1!(Y 14,20V" If. ....- responsibility nobly for the design show.. The suitability and use of till.drawing for any structure Is the Y DDR.FAC. 1 .15 FROM BB 8351 Rovaea Circle reepwelblllty of the Building Designer per ANSI/TPI I See.2. ClSt$e11 Tan'- Sacramento,CA 95828 For more information s b this Jos general notes page and these web sites: ALPINE: www.alpineitw.ca ; TPI: wwww.iccsafe.org WTCA: wew.sbciedustry.com; ICC: w.iccsafe.org SPACING 24.0" J REF- 1 W27 7 1 75 Z1 0 ir RAMAWuM RI'{(U7nlR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1.5X4 III i 5 2-5-1 I I ca 1.5X41H 2X4(A1) -2-0-0---->j 4-10-4 1"12 5-0-0 Over 2 Supports R=408 U=18 W=3.5" R=172 U=10 RL=48 Design Crit: IBC2015/TPI-2014(STD) E©QRo,• PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.'51k C `rS,O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 wsWARNINGIsa READ AND FOLLOW ALL NOTES ON THIS DRAWING, 825 N 4th Ave,Cornelius OR 97113 "nroRTANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING TME INSTALLERS. A(, <(,"-- E�41 : TC LL 25.0 PSF REF R7175- 77233 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and folios z the latest edition of BCS, <Buliding Component Safety Information, by TPI and RICA) for safety practices prior DL 1 0.0 PSF DATE 07/05/1 7 to performing these functions. Installers shall provide temporary bracing per RCS,. Unless noted otherwise. _ cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17186221 sections 63, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on 07/O�/2O 17 A n 1 heJoint Details, unless noted otherwise. Refer to drawings lego_Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT .41 II J ��N I Alpine. a division of ITw Building component.Group Inc. shall not be responsible far any deviation from this OREGON drawing, anyfai lura to wily the truss in conformance with ANSI/TPI t, or for handling, shipping. AN ITW COMPANY installation a bracing of trusses. TOT.LD. 42.0 PSF SEQN- 122902 A seal en this drawing or ower page listing this drawing, indicates acceptance of professional engineering �/_ wLY 14,204 6) r..pnnsibl i Ity solely lerty or the Building Designer per ANSI/TPI 1 See.2.UM assign.be.,. The aelt.bi I lty and use of this dr..ing for any structure Is theYsge!!Tan a� DUR.FAC. 1 15 FROM BB 8351 Rovana Circle B Sacramento,CA 95828 For.are information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W277175Z10 ALPINE: wwr.alpineitw.com; TPI: www.tpi nst.org; RICA: wwa.sbelndustry.coa: ICC: wwr.iccsafe.org RnnuWpl W'AnTMIR I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - El) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III � 1 1-7-1 ■ i J9-0-0 omi 1 .5X4 III 2X4(A1) 1.(- --2-0-0-->.1 2-10-4 %R2 <3-0-0 Over 2 Supports R=348 U=22 W=3.5" R=61 U=1 RL=34 Design Crit: IBC2015/TPI-2014(STD) aED PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1 t , -+u,����`rS OR/-/1/-/-/R/- Scale =.5"/Ft. ••WARNING!•• READ FOLLOW ALL NOTES ON IS DRAPING! "IMPORTANT.. FURNISH THIS BRNO TO ALL COMPACTORS INCLUDING THE INSTALLERS. (�i Truss Components of Oregon (503)357-T118 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer and follow �! �' 83294PE REF R7175- 77234 the latest edition of BCSI (Building Component Safety Information. by TPI and OTCA) for safety practices prior • DL 10.0 PSF DATE 07/05/1 7 Co performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, temporaryop chord shall have properly attached structural sheathing and bottom chord shall have a Properly attached BC DL 7.0 PSF rigid ceiling. Locations Sheen for permanent lateral restraint of webs shall have bracing installed per BC G DRW CAUSR7175 17186222 r. 1 sections 63, B7 or B10, as applicable. Apply plates to each face of trussandposition as shown above and on Q7�OJ�2017 II I O,IJ I I the Joint Details, unless noted otherwise. Refer to drawings 188A_7 for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT �j I V I Alpine. a division of ITN Building'truss enta Group man Inc. Mall 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'MU COMPANY installation a bracing of trusses. j; TOT.LD. 42.0 PSF $EQN- 122907 A...I on this dr.Ning or savor page Iisting this drawing. Indicates acceptance of professional engineering A?!(r 14,.jot{& responsibility solely for w design show,. The amicability and use of this drawing for any stricture Is the p 8351 Rovana Circle ro.pawlblllty of ens Building Designer per ANSI/TPI 1 Sae.2. S�e«Ta ' i DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more Information see this Jobs general notes page andthese web sites: SPACING 24.0" JREF- 1W277175Z10 ALPINE: ww.alpirreitw.cam; TPI: ww.tpl nst.org; NfCA: ww.slncintlwtry.cw; ICC: www.iccsafe.org RlonoWal RIAf1T7TMR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - FGE) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud :M1 2x3 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched, except as noted. Right end vertical not exposed to wind pressure. 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. 1 .5X4111 1 .5X4111 i 5 1---- 1111111 2-0-1 i M Jl .. 9-0-0 MO 1 .5X4 III 1.5X4 III 2X4(A1) 1.‹- --2-0-0--,-.1 3-10-4 -2 4-0-0 Over 2 Supports- R=431 U=211 W=3.5" RL=139 R=138 U=63 Design Crit: IBC2015/TPI-2014(STD) AOLtp PRo S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.Piceu4.i�s' �,%,,, • OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ...WARNINCIee nolo AND FOLLOW ALL NOTES OR THIS DOMING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "INrtre,,e•• F,,RNISH THIS DIMMING To ALL CONshipping, INCLUl l ing and TME INSIRLERS. 83294PE Ni REF R7175— 77235 Trusses require extreme care ,n fabricating, handling, shipping, Installing and bracing. Refer to and follow DL 10.0 PSF DATE 07/05/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and MTCA) for safety practices prior rA to performing these functions. Installers shall providetemporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17186223 ,4 �� sections B3, B7 or B1g, as applicable. Apply plates to each face of trussand position as shown above and on 07/05/2017 OI the Joint Details, unless nwtatl otherwise. Refer to Oraw,ngs,BOA-Z Porstandard plata positions. Alpine, a tlivls+ n of ITM Building Comporwenta Droup In<. aha„ nqt be reapona,ble far any deylatlan from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT tlsany failure to bulla the truss ;n conformance with ANSl/TPl ,, or Per handling. shipping, .A4 = TOT.LD. 42.0 PSF SEQN- 122912 AN ITW COMPANY installation A bracing of trusses. r� A...l en this drawing er cover peg.listing this griming, indigenes.eept.ne•of professional engineering LY 14,`fid {/ responsibility solely for the design shorn. Th.suitability and use ethnic drawing Tor any structure Is the Vg�" •��M. DUR.FAC. 1 .15 FROM BB 8351Rocana Circle responeibllity of the Building Designer per ANSI/TPI 1 See.2. 7s Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: Renewal 8130/2018 SPACING 24.0" JREF- 1W277175Z10 ALPINE:www.alpipinelie.w.co,ccen; TPI: www.tpinse.org; MTCA: www.sbci ntlustry.com; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717010--PARR LUMBER-HILLSBORO -Windwood Cedar Plan lot 2 -- VERIFY VERIFY, OR - F) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1 .5X4 III 5 2-0-1 11 I.. 1 .5X4 III 1111111 2X4(A1) L< 2-0-0- 3-10-4 %n2 4-0-0 Over 2 Supports R=375 U=19 W=3.5" RL=41 R=120 U=6 Design Crit: I BC2015/TPI-2014(STD) ��EO PROPS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.E<<f�„diffr�IO'�S>. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 eeWARNINCI" REND AND FOLLOW ALL NOTES ON THIS uwIN ITC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE REF R7175- 77236 Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and follow . vi DL 10.0 PSF DATE 07/05/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety 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 chard shall have a properly attached BC rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI DL 7.0 PSFDRW CAUSR7175 17186224 ,4 [Fol] sections 83, B7 or 810, as applicable. Apply plates to each faceoftrussLand position as shown above and on 07/05/2017 the point Details, ":less naiad otherw:ae. Refer drawirge 160A_Z forandard plata positne. BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a d:e:siur of ITN Bd, he truss inecon group Inc. shall n t w rforih n far any rippng, from this OREGON drawing, any failure to f trd the crass In conformance with ANSI/TPI 1, or for handling, shipping, ' . aq t TOT.LD. 42.0 PSF SEQN- 122909 AN RTW COMPANY installation a bracing of creases. �/ A..ol on this drawing or mover pogo listing this drawing, Indicates.00sptnoo of professlonel engineering ` �Y 14,40 t0 responsibility solely for the design.ha.,,. The suitability and use of this drawing for any structure I.the ssQ11 Tan 1- DUR.FAC. 1 .15 FROM BB 8351 Rolana Circle responsibility of the Building Designer per ANSI/TPI I s.o,2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W277175Z10 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; 117CA:www.sbcindustry,com; ICC: wew.lccsafe.org Renewal 6/30/2016 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 2x4Brace (1) 1x4 'L' Brace If (1) 2x4 'L' Brace sl (2) 2x4 'L' Brace 0* (1) 2x6 'L' Brace 0 (2) 2x6 'L' Brace *0 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 Al #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir CD SPF#3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud U HFo #3 Stud #3 Standard Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 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 Plne■ww 11 #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 —_J SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard Standard d cu DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' U Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' t' 11' 11' 12' 10' 14' 0' 14' 0' Group B: _ #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 _+__) _ SPF #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 - U L.l F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 w O I l r 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 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' a) -i D F L Stud 5' 0' 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). Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' waufFor 1x4 So. Pine use only Industrial 55 or 0Industrial 45 Stress-Rated Boards. Group B d SPF #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. r #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: l_'7 U H F 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�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 plc 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). cf 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. c---1 DFL Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm rl^ About j'L Attach 'L' braces with 10d (0.128'x3.0' min) nails, able Truss � 1 a )I( For (1) 'L' brace: space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option: � **For (2) 'L' braces: space nails at 3' o.c. vertical length may be j T In 18' end zones and 6' o.c. between zones. doubled when diagonal 0 brace is used. Connect IS' �� 'L' bracing must be a minimum of 80% of web diagonal brace for 385# 3 member length. at each end. Max web Brace �4'� Gable Vertical Plate Sizes total length is 14'. L------____. NE)1E ,' , Vertical Length No Splice 2x4 DF-L #2 or A Less than 4' 0' 1X4 or 2X3 better diagonal r Greater than 4' 0', but Vertical length shown brace] single ■ less than 11' 6' 2X4 in table above. or double cut 18' Q Greater than 11' 6' 3X 411 45' (as shown) at L. 1 v upper end. R Et 1T ID ■ r- Refer to common truss design for Ll L! U LJ ■ IIini ■ ` peak, splice, and heel plates. ontinuous Bearing Connect diagonal at 11P.- �� w Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for m■,��.�g-Tfi =,•e, Ah. not addressed by this detail. wwVURNISHI■■READ AND FDO OW ALL TRACT ON THIS DRAWING! � REF ASCE7-10-GAB12030 wwIlPORTANTww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� 2�IPE Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and DATE 10/01/14 /... follow the latest edition of SCSI<Building Component Safety Information,by TPI and SBCA) for safety / practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014- � � ... shall hove a properly attached rigid telling. Locations shown for permanent lateral restraint of webs [FAIN i shall hove bracing installed per BCSI sections 53, B7 or B10,as applicable. Apply plates to each face 07/05/2017 I of truss and position as shown above and on the Joint Details,unless noted otherwise. L I Refer to drawings 160A-2 far Standard plate positions. AN ITW COMPANY Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from pREG this drawing,any failure to build the truss in conformance with ANSI/TPI Lor for handling, shipping, g7/U5/17�N L` MAX. TOT. LD. 60 PSF Installation 6 bracing of trusses, `tilt 14,20� _ 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 sse�l Tan w 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 MAX. SPACING 24.0" ALPINE, www.alpineitw.comi TPG www.tpinst.org;SBCA'www.sbcindustry.orgi ICG www.iccsafe.org Renewal 813012018 Gaole Detail For Let-in Verticals Gable Truss Plate Sizes Sym. About4 O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. t +ORefer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of �` the overlapped plates to span the web. Exampleip 2X8T" Reinforce eat Attachment Detail 'T' Reinforcing 'T' Reinforcing GMember Member 5 © ii. O Toe-nail - Or - XEnd-nail OO To convert from 'L' 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, Rigid Sheathing Toenailed Nails specie, and grade of the 'V reinforcing member. 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. Reinforcing Member 'T" Reinf. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase wind load. 2x4 30 i 1 ASCE 7-05 Gable Detail Drawings Example 2x6 20 Y. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At Gable Vertical = 24'o.c. SP #3 ASCE 7-10 Gable Detail Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. �� 4 Nails Ceiling �6�e QRO,�Fss �e # 'a ••WURNISH Tiw READ AND FOLLOW ALL NOTES ON THIS INGTtDRAWING! (� REF LET-IN V ER T wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 832:PE la Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and >I �.� follow the latest edition of BCSI <Building Component Safety Information,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 chor DRWG GBLLETIN1014 x .,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �i 1I Ol�(\ IT I i shall have bracing installed per BCSI sections 83,B7 or 810,as applicable. Apply plates to each face 07/05/2017 /�I I I L J NI of truss and position ns shown above and on the Joint Details,unless noted otherwise. L i i Refer to drawings 160A-Z for standard plate positions. 07/vg�17oN AN ITW COMPANY Alpine, n division of ITW Building Components Group Inc. shall not be responsble for any deviation from ..!�► It C this drawing, any failure to build the truss In conformance with ANSVTP[ 1, or for handling, shipping, 4 installation I bracing of truss, S �LY14,Yo� �e, MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional A engineering responsibility solely for the design shown. The suitability and use of this drawing &ell Tan w- OUR. FAC. 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 this Job's general notes page and these web sites: Renewal 6130/2018 MAX. SPACING 24.0" ALPINE: www.alpineitw.comi TPI,www.tpinst.orgi SBCA. www.sbcindustry.orgi ICG www.lccsafe.org ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 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. 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. I X Ii PIN iiii%1444, 2X4 Blocking nailed to ,� 4 45° sheathing and 124' Max 1/ each truss (Typ) y( T— H �`I� __________m® 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end for 560#. I ■ ■ ■ ■ I ■.' ■ ■,1i1` ontinuous Bearing — 2x6 #2 Stiffback attached to each �6OPROFF Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails. �.(�G.�S4%. TES ON THIS DRAWING! wwIHPORTANTww FURNISH THISE DRAWING TOAD AND L ALL OW ACONL TRACTORS INCLUDING THE INSTALLERS. ` 83294PE I, REF GE WHALER Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and Follow the latest edition of BCSI (Building Component Safety Information,by TPI and 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 chor. DRWG GABRST101014 G -'7, n shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs (I 'I O��11 f7 I i shall have bracing installed per BCSI sections B3, 87 or BID,as applicable. Apply plates to each face 07/05/2017 ._ �LJ I I ILf \\ II of truss and position as shown above and on the Joint Details,unless noted otherwise. ON L �J �l Refer to drawings 160A-Z for standard plate positions. ' /n(�J"�{ AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 7/vy, '� .p this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, "Z/ V_ f4) MAX. TOT. LD. 60 PSF installation I.bracing of trusse 4 LY�q,20 A seal on this drawing or cover page listing this drawing,indicates acceptance of professional '9.9e engineering responsibility solely for the design shown. The suitability and use of this drawing {r$e n Tall* 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 MAX. SPACING ALPINE. www.alpineitw.comi TPI. www.tpinst.orgi SBCA. www.sbcindustry.orgi ICC. www.lccsafe.org I CLR Reinforcing vemloer Suostitu Lion 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. ,• 444t 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 reinforcement type. X 1 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" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OlE) 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. OIE) Center scab on wide face of web. Apply (1) scab to each 111 face of web. M. .. ww 6`CO �G NEE'S% VARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING! lil l' wwIHPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 83294PE 9 TC LL PSF REF CLR S u b s t. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and ww. follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. r^ — Z Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor. BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/05/2017 Ail 110��('� I 1 shall have bracing installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face BC LL PSF /a I I PUN , i of truss and position as shown above and on the Joint Details, unless noted otherwise. L. 1 Refer to drawings 160A-Z for standard plate positions. 7 ON • AN ITW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from 47/SM tp i this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, �/_ -"L1'14,20O TOT, LD. PSF installation & bracing of trusse <9 -"LY A seal on this drawing or cover page listing this drawing,irdcates acceptance of professional OR -Ta DUR. FAC. T engineering responsibility solely for &e ll design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more information see this Job's general notes poge and these web sites' Renewal 6130/2018 SPACING ALPINE, www.alpineltw.coml TPI. www.tpinst.org; SBCA' www.sbclndustry.orgi ICC, www.lccsafe.org 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 RI (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace we (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace Mil Bracing Group Species and Grades Gable Vertical No S 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: SPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud U #3 Stud #3 Standard HF Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' o Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine■.w CU #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 5 P #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6" 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard (lJ DPL d Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: U _ S P r #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6° 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir -I--) 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 _ H F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 QJ O I� 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' D rF-L Stud 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 SRB (Stress-Rated Board). .---IeweFor 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 d S P P #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. #3 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: CD LJ H F 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 �I f Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over x #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). (i 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. ri D F-L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm ir About itAttach 'L' braces with 10d (0.128"x3.0' min) nails. I! able Truss ) 1 a )1( For (I) 'L' brace: space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option )1(*For (2) 'L' braces. space nails at 3' o.c. vertical length may be r T in 18' end zones and 6' o.c. between zones. doubled when diagonal brace is used. Connect ,. .1.1 _0.4 �` 'L' bracing must be a minimum of 80% of web diagonal brace for 335# 'L' member length. at each end. Max web Brace #`'� Gable Vertical Plate Sizes total length is 14'. *OE ; Vertical Length No Splice 2x4 DF-L #2 or ■ Less than 4' 0' 1X4 or 2X3 better diagonal I Greater than 4' 0', but Vertical length shown brace; single less than 11' 6' 2X4 in table above. or double cut 18' a Greater than 11' 6' 3X co Itt 45' C0.upper wend.t L_ 1 ■ I:, + Refer to common truss design for 0 u u 1I p LI LI nI'■'I� peak, splice, and heel plates. / / / / continuous Bearing QO / Refer to the Building Designer for conditions Connect diagonal at midpoint of vertical web. Refer to chart above for rts �- r' /W th, .. not addressed by this detail. WARNING!..READ AND FOLLOW ALL KITES ON THIS DRAWING! d' 4� F� ° REF ASCE7-10-GAB12015 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INC INSTALLERS. Trusses require extreme care In fabricating, handling, shipping,Installing and bracing. Refer to and Al! 83294PE follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA)for safety a. ', �' DATE 10/01/14 Z 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 A12015ENC101014 � shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs / F1 1r_00+jJ II I shall have bracing installed per BCSI sections 83, B7 or B10,as applicable. Apply plates to each face _ Il I NI of truss and position as shown above and on the Joint Details,unless noted otherwise. 07/05/2017 L I �, Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine' o division of ITW Building Components Group Inc. shall not be responsible for any tlevlatbn from //q� this drawing,any Failure to build the truss in conformance with ANSI/TPI L or for handling, shipping, 07'�+gON �. MAX, T❑T, LD. 60 PSF installation& bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional I_ �(Y 0� el engineeringres S 14n Z i responsibility solely for the design shown. The SUItndlity and use of this drawing e 13389 Lakefront Drive for any structure is the responsibility of the Building Designer.per ANSI/TPI l Sec2. are ig Tar Earth City,MO 63045 For more information see this job's general notes page and these web sites MAX. SPACING 24,0" ALPINE: www.alpineltw.com; TPI:www.tpinst.org; SBCA: www.sbcindustry.org; ICC: www.iccsafe.org rien.e.....1 O/3O 919