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Plans (39)co O ccM G. cc E rn M O o Q toor _ m j c oOM c o c_Ecnaa a O m (JdQ � d LL y KOIle W Z IL Q c i U) 2 Q W M tOrl Go tD N O O 06 od fA N N m N v y irl I- Q x (n N Cl)r- N 0 0 0 0 lA N N N m 3 m c 2 a 0 io ro N m c a O O C 0 O O GO Oco n O 00 Q O O (C m � o c i U) 2 Q W M tOrl Go tD N O O 06 od fA N N m N v y irl I- Q x (n N Cl)r- N 0 0 0 0 lA N N N m 3 m c 2 a 0 io ro N m c a Job Number: 1018068 Ply: 1 SEQN:298152 /15 GABL Cust:R7175 JRef: 1Wf971750002 TIGARD FIRE JOB Qty: 1 FROM:IKE DrwNo: 290.18.1109.24820 Truss Label: A CY / RTT 10/17/2018 1 3'11"13 5'4" 8'692 12'612 16'6.12 21'1"11 25'1"8 3'11"13 1'4" 3'2"7 4' I 4' 4'6"15 f 3'11"13 f 72"12 1 1'4" 1 (TYP) =4H5 4 12 . s5c12 'u�Y,■'. 5X12 Lo k 11 !1 !1 .IMilM� ._ M in T 4%%44O 4XSA1) U -3X55 =H0508 1113X10 _3 5 P -4X8(A1) L r 25'1"8 1 I-2' I 3'11"13 4'3"7 4'3"7 I 4'3"7 4'3"7 3'11"13 3'11"13 8'3"5 12'6"12 16'10"3 21'1"11 25'1"8 I 2'-.-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.259 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.416 F 716 240 AG 1977 /- /- I- /48 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 P - - N 1977 /- /- /- /48 /- Des Id: 42.00 EXP:B Kzt:NA HORZ(TL):0.133 P - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Mac Criteria Creep Factor.2.0 AG Brg Width=3.5 Min Req=2.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.768 N Brg Width=3.5 Min Req=2.1 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.610 Bearings AG&N are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.578 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc,from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.16.01.000.0327.16 B-C 41 -4860 H-M 8 -2731 Lumber Wind C-H 8-2731 M-N 41 -4860 Top chord 2x4 HF#2:T2 2x6 DF-L#2: Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud Additional Notes Chords Tens.Comp. Chords Tens. Comp. Special Loads See DWGS A12015ENC101014,GBLLETIN1014,& B-U 4585 -35 R-Q 5010 -27 GABRST101014 for gable wind bracing and other U-T 4590 -33 0-P 4590 -33 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) requirements. 1-5 5011 -26 P-N 4585 -35 TC:From 65 plf at -2.00 to 65 plf at 4.00 T2:Brace all exposed vertical surfaces for lateral S-R 5011 -26 TC:From 32 plf at 4.00 to 32 plf at 21.13 wind forces.Brace interior top chord with nailer TC:From 65 plf at 21.13 to 65 plf at 27.13 or sistered truss at edge of lower roof diaphragm. BC:From 4 plf at -2.00 to 4 plf at 0.00 All diaphragms,braces,and connections shall Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 0.00 to 10 plf at 25.13 be designed by the engineer of record. Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at 25.13 to 4 plf at 27.13 TC: 29 lb Conc.Load at 3.89,21.23 Top chord may be notched 1.5"deep X 3.5" C-T 476 0 AA-R 1133 0 BC: 56 lb Conc.Load at 2.00,23.13 at 48"o/c along top edge,only in the area C-W 19-2503 AA-AE 7 -1471 BC: 121 lb Conc.Load at 4.00,6.00,8.00,10.00 above the vertical let-in studs.DO NOT OVERCUT. W-R 19-1053 AE-M 19 -2501 12.00,13.13,15.13,17.13,19.13,21.13 No knots or other lum.., .- -,n.. . -d within W-AA 7-1471 Q-M 474 0 12"of notches.Do ,",a 7 -:rr R-AE 20-1052 Plating Notes heel panel,or( i. S► All plates are 1.5X4 except as noted. 'N s/ Loading ,` ((/�G ��/�1 O?i Gables um Tens.Comp.Gable roes Per Ply(lbs) L(/ 83294PE Truss designed to support 1-0-0 top chord outlookers Lk 0.„„..--f H-AA 1447 0 and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section OREGON 301.5. PurlinsIP4 SLY 14,200 0 S •� In lieu of structural panels use purlins to brace all flat 8 ell T d n TC©24"oc. Renewal 6/30/2020 10/17/2018 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shi n ingtalii and bracing..Refer to and follow the latest editionof BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)ffisafe �ractices prior to perfoli.ng these functions. Installs shat, rovide temporary (503)357-2118 Ext bracing per BGSI.Unlessproperlyhaveproperly shown for permanent lateral restraint Of webs shall have bDracinp_installed per SCSI sections B3, a/ or B10y as applicable. Apply plater to each face o truss and position as shown above and on Ute Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the A", ,,, AhY truss conformance with ANSI/TPI 1,or or handling,shipping,installation and bracing of trussesA seal on this drawing or mover p listing this drawing Indicates acceptance of rooeasionar engineering responsibility solely for the design shown. The salTaWl and Else of this drawing, ng for any structure is the responsibilit�of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbandustry.com;ICC:www.fccsafe.org Sacramento,CA 95828 Job Number: 1018068 Ply: 1 SEQN:298150 /T2 COMN Cost:R7175 JRef: 1Wf971750002 TIGARD FIRE JOB Qty: 3 FROM:IKE DrwNo: 290.18.1109.28330 Truss Label: Al CV / RTT 10/17/2018 6'9" 12'6"12 + 18'4"9 I 25l"8 H 6'9" 5'9"12 5'9"12 6'8"15 =4X5 _ D U. T 12 4 V '1.5CX4110K 'NqIIIIIIIINpiplp., 70 \ E to a in B F J_ a_+s A se �G 4X5(A2) E3X5 E3X5 =3X5 =4X5(A2) J A- 25'1"8 A I—2' I- 8'8" I 7'9"8 I- 6 8" I 2'--I 8'8" 16'5"8 25'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.173 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.285 0 999 240 B 1203 /- /- /536 /9 171 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.053 H - - F 1203 I- /- /536 /9 /- Des Ld: 42.00 EXP:8 Kzt NA HORZ(TL):0.122 H - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 B Brg Width=3.5 Min Req=2.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.491 F Brg Width=3.5 Min Req=2.0 TPI Std: 2014 Max BC CSI: 0.709 Bearings B&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.361 Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 551 -2434 D-E 499 -2153 Lumber C-D 499-2153 E-F 551 -2434 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading B-J 2257 -446 I-H 1542 -268 J-I 1542 -268 H-F 2257 -456 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-J 178 -474 D-H 708 -103 Wind loads based on MWFRS with additional C&C J-D 708 -104 H-E 178 -474 member design. 4C t17: d,(/83294PE OREGON 13� 4211-Y 14,2046 e sell Tart Renewal 6/30/2020 10/17/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shi in ,installing and bracing..Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by,TPI and SBCA)fbsafe practices prior to performng these functions. Installers sh ll provide tempora (503)357-2118 Ext bracin per BCSI.Unless noted otherwise,top chord shall h1ve properly attached structural sheathing and bottom chord shall have a attach d rigid ceilina. Locations shown for ermanent lateral restraint of webs shall havQ Dr8cing installed per BCSI sections B3,67 oro 1 as app ioabe Applplates to ach face oftruss and position as shown above and on the Joint-Details, uess noted otherwise. refer. to ALPINE' draviings 160A-Z for standard pate positions. Alpine,a division of 11W Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN,.,N,',,,,,µy truss in conformance with ANSI/TPI 1,or or handling,shipping,installation and bracingof trussesA peal on this drawing or over page ant(ngi hisof drawing, raw(ncfees anyacceptance of proTessonalngineertog pofisibility solely or the deal n shorn. The eligibility this g fractures the responsibility of the Bul hg Designer per ANS 1 S.c.2. 8351 Rovana Circle For more information see this Job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.kxsafe.org Sacramento,CA 95828 Job Number: 1018068 Ply: 1 SEQN:298147 /16 EJAC Cust:R7175 JRef:1Wf971750002 TIGARD FIRE JOB Qty 10 FROM:IKE DrwNo: 290.18.1108.29443 Truss Label: X CY / RTT 10/17/2018 3'9"4 1.111"4 3'9"4 2 III 1.5X4D 12 C T 4 • - B v iin =C_2 7 ■"0 38 N A FE 1 1111.5X4 2X4(A1) — A 3'11"4 F 2' I- 3'9"4 H 3'9"4 F 3'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefi L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 348 I- /- /163 /22 /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - E 121 I- I- /63 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.004 F - - Wind reactions based on MWFRS Mean Height 15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 E Br Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.320 g q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.090 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.075 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 40'e PROF- 0,5 _IGINFtr ,O 4/ 83294PE 9 OREGON 13<,_. , ICY14,200` it) • ssell Tar' Renewal 6/30/2020 10/17/2018 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabri tin ,handlin ,shipping,in$talling,and bra 'n ..Refer to end follow the latest editionof CSI(Building CORNELIUS OR 97113 Component gg fery Information,by TPI anC SBCA)for sagty ractices prior to perrforThin these functions. Installs sh Irovide tempora (303)357.2118 Ext bracingper SCSI.Unless noted dtherwise;op chord shall have properlyattached structurll sheathing and bottom Installers Mall havea progei r attachri id ceiling. Locations shown fort ermanent lataral restraint of webs shall have racin ins lled per BCSI chordons$3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Joints Details, unless noted otherwise. Refer to ALPINE' drawings 160A- for standard plate positions. Alpine,a division of ITW BuildinlCompon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A.,,'',COWAN,' tru in conformance with ANSI/TPI 1,Or for hantliinggg,shipping,installation and bracing of trussesAseal on this drawing or ver page listing this ttrawing Indicates acceptance of essidnar engineering responsibility solely or the design shown. a suleibility 8351 Rovana Circle and use of this drawing for any structure is a responsibility of the Building Designer per ANSI/TP11 ec. Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.elpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1018068 Ply: 1 SEQN:298143 /T3 CAJA Cust:R7175 JRef: 1Wf971750002 TIGARD FIRE JOB Qty: 2 FROM:IKE DrwNo: 290.18.1108.24630 Truss Label: EJ1 CY / RTT 10/17/2018 1'10"3 1'1 0"3 12 4 C T (V BT e- e. -1 r f 42 —../I 3"8 A z D 2X4(A1) i A 3'11"4 i 2'I 3'11"4 -I3'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 D 999 240 B 318 /- /- /155 /36 /21 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 31 /-4 /- /38 /11 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.002 D - - D 56 /- /- /36 /- /- NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.320 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.083 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 D Brg Width= Min Req=- Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. f �GINe• �O l,(/ 83294PE 9 OREGON /34 'VLY 14,20� QJ sle -elll Tan's Renewal 6/30/2020 10/17/2018 *'WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating h ndlin shipping,installing and bracing. Refer to Ed follow the latest edition of BCS!(Building CORNELIUS OR 97113 Component Safety Information,by,TP1 and SBCA)for safety ppractices prior to Performing these afunctions. Installers shall orovlde temporary (503)357-2116 Ext bracingper BCSl.Unless noted otherwise,top chord shall have properly attached structuFaI sheathing and bottom gttord hall have, pro fl attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have�bracingjnatalled per SCSI sections kl3,B7,or 810y as applicable. Applplates to each face oftrussand position as shown above and on Oise Joint-Details,etails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpinl a division of ITW Buildin Components Gaup Inc.shall not be re;;ponsible for any deviation from this drawin any failure to build the �Y WIi n C�ppnforman g with�Sl�PI 1,oncenoon 1 g,shipping,in glneeon,r waning of ty soesA.or th n thl>�d switist or cover pegtili and this r win Indicates acceptance f i a responsibilit of the Building Designer per ANSIITP 1 Sgec. . 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: wwwJr.csafe.org Sacramento,CA 95828 Job Number: 1018068 Ply: 1 SEAN:298141 /T1 CAJA Cost:R7175 JRef: 1Wf971750002 TIGARD FIRE JOB Qty: 2 FROM:IKE DrwNo: 290.18.1108.16997 Truss Label: SJ1 CY / RTT 10/17/2018 12 4 — C N gioIIIIIIIIII 1v' 00000iorB iimmu�jIIIIIIIIIIIII f N ►s A p 2X4(A1) f 2' c+- 1'11"4 11 1' "4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.003 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.004 D 999 240 B 316 /- /- /148 /42 /21 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 21 /-21 /- /38 /20 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.003 D - - Wind reactions based on MWFRS NCBCLL:10.00TCDL:4.2 psf Code!Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 C BrgWidth=1.5 Min Re Soffit: 2.00 BCDL:6.0psf Bldg Code: IRC 2015 Max TC CSI: 0.308 q= Load Duration:1.15 WI Std: 2014 Max BC CSI: 0.035 Bearing B is a rigid surface. MWFRS Parallel Dist:0 to h/2Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 40ke PROFS 0.5 �G1Nk" . i0 i(/ 83294PE R OREGON 134 ` to, 14,2000 m Seel! Tan's Renewal 6/30/2020 10/17/2018 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shi Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Buildin CORNELIUS OR 97113 Component gg fety Information,by TPI anSBCA)fbr safe practices nor to performin ese functions. Installers shell provide tempora (503)357-2119 Ext bracingper BCSI.Unless noted o erwi e,top chord shall h ye properly attached stru �sheathing and bottom chordhall hav pro y attachd rigid ceiling Locations shown for permanent lateral restraint Sf webbs shall have brawn Groins-tailed per BCSI sections B3�7 or B110, �` gavot! ArzpTy plat s to each face of truss and position as shown above and on the Join Joint-Details, Unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of 1TW Building Compos?nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,NtCOMPANY Hata In Is rrawinge with A acceptance a ce hondl�in shipping,in gi eeringnd bracing it ty sfor,Pnsolely design shown. Italbi and use this drawing or any structures the responsibiii of the Building Desl er peANS PI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Gable Stud Reinforcement Detail ASCE 7-101 120 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 5 (1) 2x4 'L' Brace * (2) 2x4 'L' Brace sii CI) 2x6 'L' Brace I (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 As S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' lJ S F#3 4' 7' 7' 9' 8' 3' 9 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' ei*3Stud Standard to Nen-Fir tandturd • o HF Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plnewa 01 #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 J a SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard CS DFL #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' Il' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' Cl` Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B• U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir :p SPF #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 lJ Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Bl CU O H F Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' ,• ,as FM-Larch Sourn thePinola*# 1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10'0 14' 0' 14' 0' 14' 0' 14' 0' ® Ii SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' ® I2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ix4 Braces shall be SRB (Stress-Rated Board). 0J D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' /.wwFor 1x4 So. Pix use only Industrial 55 or --' Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C- 5 _ 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. 13 U 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 l 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 Of 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). 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' outtookers #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. e—N 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' 1I' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Sin I Attach 'L' braces with 10d <0.128'x3.0' mM) nails. About 1 4 BE For C1) 'L' brace. space nails at 2' o.c. �� In 18' end zones and 4' o.c. between zones. Diagonal brace option. a1111111%,. .i.:):: **For (2) 'L' braces. space nails at 3' o.c. vertical length may be i ill In 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' bracing mast be a hdnRmar, of 8014 of web brace Is used. Connect 4 member length. diaat eact braend. far 33eb �L' Gable Vertical Plate Sizes nt each end Max web Br•cetotal length is 14'. Vertical Length No Splice 2x4 DF-L ll2 or Less than 4' 0' 1X4 o• 2X3 better diagonal i Greater than 4' 0', butVertical length shorn brncel sengle II INIlessthen11' 6' 2X4 in table above. arcut 11110411_,17.i.„ Greater than 11' 6' 3X4 4 45' <as shown) at + Refer to cannon truss design for imam MI O / upper Md r�■�■ i■�■bbrion ■ ■ �v1 peak, splice, and heel plates. Connect diagona at ons Bea Refer to the Building Designer for conditions midpoint of vertical web. �� Refer to chart above for max gable vertical length. not addressed by this detail. r■VAIwB14ve READ AB MUNI ALL NOTES ON THIS BRAVIRa REF ASCE7-10—GAB12015 liaINPORTNITiew FINNISH THIS BRAVING To ALL CON/RACISM 5C..US NG TIE INSTALLERS. Trusses latest require extreme care t. neat Safety Ina�i tion,l a hendrn. )Refer to �7' PROFS DATE 10/01/14 follow the latest psrf, of SCSI Safety ti tion,by end S ciog then rot d other dp top�ch r shalt paper aY 4ta e/ sbucbrct sl,rathing card D chars �5� CIGINES SAO w■ shall haw a properly attached ripe c■Bew LocatNorr shown far permanent lateral restraint of obs 832e4PE 'P Y DRWG A12015ENC101014 w O A h of have bracing installed per sections 13,D7 or .as applicable. Appely plates to each face /`/�l I\Vi of truss and position as show.above and on the Joint Details, evl ss noted agrrat e. _.- .-- Alpine, to drawings 160A-Z for standard plate positions Alpine,a dvbWn of ITV Bulleing Components Group Inc.shall not be resporoble for army deviation from AN 17W031,41ANY this droving,any faire to the turns In canfornence with ANSI/TPI 1,or for handing,shipping, installationi�braci g of trusses. OREGON MAX. TOT. LD. 60 PSF A sealdrawing gy or cover listing this deadrg.Indicates acceptance of professional 13 f�Mre tl a ely far Yhr:PM slow• Tes ah/tsrity and use of this draaYg `eg 14,2 6 is ta. 0 13389 Lakefront Drive °� N■ see of fir generallding notes■ per Aand tin 1 weboob N38@I+Tan Earth City.MO 63045 for mare eitw,cation this Job's page awl these web:ties. MAX, SPACING 24.0' ALPINE.el walperltecaml TPD www.tpertorgr SBCA.wws6drWustryorgr ICC.www ccsafearg Renewal 030i2020 10/17',u t o 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 Boti Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' <see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014). on this detail. X Optional 2x L-reinforcement attached Nails' 10d box or gun (0,128'x3',min) nails, to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I 1 go 11111rii. 11. p 2X4 Blocking nailed to 45° sheathing and illti � each truss III Hliiiiiiii'llIbilltt M®_®_®_®_® blIii -- 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end X for 560#, I I I I I ■ ■,11111i... ontinuous Bearing — 2x6 #2 Stiffback , attached to each Stud w/ (4) 10d box or gun (0,123' X 3', min.) nails. .mPatTA►m:y�ARINNORmi READ MO FURNISH THIS PRAWNS FULLER/AML TORS INCLUI IG THE INSTALLERS. DCS IMMO REF GE WHALER Trusthe latest us repste extre"e cart inPabr IcaNrp,tient bg,ippidp Wq and Rtfer to and fIadghl prutlees prior'to p° Mf dition of pthest finega tlrotalersP apr by TPI oeWyr>.a�nUpP w_P REOPROfiF�s DATE 10/01/14 ttkkdAeesss noted othereei t�lord"hull lave properly attached siruc4ral�and bourn chord d GIN sha8 haw a props ty attached r id ceIb Locations"hoar for permanent lateral re"traMt of eats (�� a GINE' �O.y DRWG GABRST101014 Alshalt haw y a�q bestalled per BCSI sect ions 83,87 or 810,as opplkobte• Appl plates to each face Li, 88294PE "7 A P[INE of and positlan a"shorn above and on the Joint Details,unless noted otherel e. /- Refer to dratrps 160A-Z for standard plate positions, AIphs,a dlrlslon of ITV HiidYg Coaponents Gro p Inc.shall not be.esrrtre Far y deviation Pro" AN1M/t30�AFY. Y this*aerp any faldre to arae tiro tnus In caiforwKe ala,,wsvrn[1 ar far ha,xR°"Inp sNppbp MAX, TOT, LD. 60 PSF Installation 6 bracing of trusses. OREGON A seal on this droningy oaover pope listing*es a and isleo f professional p C for�Mre {aa pty :edam M��Re�w'per NISVTP9 1 Seca `ytv t4.tam 13389 Lakefront Drive For pore Yrfor at on see ties Job's genernl notes and t ese set"kites' *len Tari.` Earth City,MO 83045 �I TP8� 'ol s8ca try uu e:Ncceafe.ay MAX. SPACING 10/17/2018 Gable Detail For Let-in Verticals Gable Truss Plate Sizes I Abd t 0 Refer to appropriate Alpine gable detail for TT minimum plate sizes for vertical studs. Iiiiiiiiiiip Oil ®Refer to Engineered truss design for peak, splice, web, and heel plates. I i ® If gable vertical plates overlap, use a 11 © single plate that covers the total area of �` the overlapped plates to span the web. OExanptel 2X4 © :41A: 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member IlLtillkliillib:3 Toe-nail 1 - Or - End-nail © © To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable 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 Toenaaed Nails' specie, and grade of the 'L' reinforcing member. 4 Nails Sheathing 10(4d Common (oenails 0.148�'x3t�a,�bots�;�4' oc plus eb Length Increase w/ 'T' Brace hords 'T' Reinf. 'T' 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mar. Size Increase Reinforcing \ wind load Member 2x4 30 Y. ASCE 7-05 Gable Detail Drawings Example' 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP *3 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A1801SENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length 511515ENC100118, S12015ENC100118, 514015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END100118, 520015PED100118, S11530ENC100118, S12030ENC100118, S14030ENC100118, S16030ENC100118, Li4 Nally f it S18030ENC100118, S20030ENC100118, S20030END100118, 520030PED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. wlINP TAMTow TICS BRAVINGARNINGles READ NO`TTO0H,ALL NOTES IN mita INCLUDING G 1W INSTALLERS. REF LET-IN VERT Trusses require extreme care in fabricating,handling, and Refer to and follow the latest edition of SCSI Component Safety°Innforma on by Tri and'SOCA/for safety FtEO SOF DATE 01/02/2018 ppr�aacctices prior to perforNng thew functions. installers shall provide y brs per HCSL Dhall noted otherwise,tap lord shall have properly attached pernaurd sateralig and bottom chord �g GiNF O au shall haw a properly nttecher PORI Bung wwtiors who.,,far pernonerlt lateral restraint of webs C7 p,� F,p �y DRWG GBLLETIN0118 shag have bradnp Installed per sections 13,87 or 810,as Applyy plates to cad,face g/ 832WPE 9 of truss and position as shown above and on the Joint Details, ted otherwise. a/ Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITV Hwding Components Prop Inc,shall not be responsible MIfor an deviation fron I AN ITV/ODM MIY this drawing,any failure to Mad the truss in c x frwence with ANSI/TPI 1,r forron,* shlppkp. Installation 1,baci of thaws. OREGON MAX. TOT. LD. 60 PSF A seal an this drawing or cover pope drag this drawing.Indicates acceptance of professional 13723 Riverearl Drive f�respa rliz solely far the do i shown The DJp�YYty and use of Ws droving 13 wcr 14.diad' 0 DUR. FAC. ANY Suite 200 amt' tis respoesbHFty oP the HuH3g DeshHrae'pr M4V1P[1 Seca Maryland Heights,M0 63043 rr WI o 1��web safe.org 8�8�e,'i'.l�/Ta'n'•� MAX. SPACING 24.0' iv/lri it