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Plans (51) \Cek.\' ,,.4*.-,, .:,----k ,,J-;• ,,' i—.)u ,,, (.- • i•'''''-'- ,,: tr,y,;--,-, ,,J,,.:.;„;;•0,,,., 1 1 u 1 AGE .---N . ;;• — z 1 1 1 E 1 1 lik A ..— mm *4- (-) G-) u--) 111111111110 raj rn m . . / • Pli Ico . ---1 70 A-01 ._.. im -n , A 1 — — f , i _ . ilpoo: J a 1 . -n J t 1 J _ .'t. . 1 4W 7 j - FGE1 ,.\ - fiGE N. .-- Customer: PARR LUMBER-HILLSBORO Desc. : Windwood Filbert Alt AH o o 1— co ADDRESS: 10913 sw Armond ot 71 M CO N z Desi9ned by: BILLY BREESE ,--- z 1--- o o o - Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE Phone:(8016)380)877-3678 808)8 7-3 78(916)387-0116 Fax:AN ITW COMPANY sacseals@itwbcg.com Site Information: Customer: Truss Components of Oregon,Inc. Job Number: 0718210 JobDescription: Windwood Filbert Alt AH lot 3 Address: 10901 sw Annand ct City,State,Zip: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 Design View Version: 16.01.00.0327.16 JRef#: 1W d071750001 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-10.00-0.00- Floor Load(pst): None 7.00 This package contains a job notes page, 18 truss drawings and 5 details. Item Seal# Truss Item Seal# Truss 1 211.18.1009.56873 AGE 2 211.18.1010.00000 A 3 211.18.1010.03643 Al 4 211.18.1010.46640 B 5 211.18.1011.35600 B1 6 211.18.1011.37787 G 7 211.18.1011.40373 CGE 8 211.18.1011.42530 C 9 211.18.1011.03650 CG 10 211.18.1013.05897 DG 11 211.18.1012.04403 EGE 12 211.18.1012.09993 E 13 211.18.1012.15180 El 14 211.18.1012.20447 FGE 15 211.18.1012.23913 F 16 211.18.1012.27773 Fl 17 211.18.1012.31560 H 18 211.18.1012.34990 R1 •c°: k-,9„ PROFk-,9„ O0 aG%NE. HOZ 19575 9 cis, /- i OREGON '9Ro`.,o 8/w W. Renews 8/30/2019 Printed 7/30/2018 11:50:34 AM 07/30/2018 Job Number. 0718210 Ply: 1 SEON:196680/19 GABL Cust R7175 JRef:1Wd071750001 Windwood Filbert Alt AN lot 3 Qty: 2 FROM:BB DrwNo: 211.18.1009.56873 Truss Label: AGE CY / GWH 07/30/2018 176" I 35 I 17'6" 176" 1`11:+1 =5X5 N 12 - - k-3X5 6 1 - T c, (a) (a) (a) a, 13 A AB I /%%/%%%///%//%/ 1/%%%//%%%/%%%/%% AC w3X5(A1) w5 5 _3X5(A1) 1 35' 35I 1 B—I 35' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefliCSI Criteria ♦Maximum Reactions(lbs),or".PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 0 999 360 A" 128 /5 /49 /- /10 /210 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.007 M 999 240 Risk Category:I I AP"126 /13 /49 /- /- /210 BCDL: 7.00 9 ry: Snow Duration:1.15 HORZ(LL): 0.002 Q - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.005 Q - - A Min Brg Width Req= - Mean Height:22.35 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 AP Min Brg Width Req= - Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.256 Bearings A&AP are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.049 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.250 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): , Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 Lumber Additional Notes Top chord 2x4 HF#2 See DWGS A12030ENC101014,GBLLETIN1014,& Bot chord 2x4 HF#2 GABRST101014 for gable wind bracing and other Webs 2x3 HF#2:M13 2x4 HF#2: requirements. Bracing (a)#3 or better scab reinforcement.Same size&80% length of web member.Attach with 10d Box or Gun nails(0.128"x3",min.)©6"oc. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch PR in overhang or heel panel,unless specified otherwise. ,��G....0 ORBS Bottom chord checked for 10.00psf non Sectionnt ��5 aG IN EF i9 bottom chord live load applied Z 301.5. 19575 9 Wind Wind loads based on MWFRS with additional C&C �-� member design. I 0/21 8 OREGON Gable Studs I ...1 Provide lateral wind bracing per ITWBCG wind 7,6 men•20,19 bracing details or per engineer of record.2X3 studs -i OLD W"N� require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Renews 6/39/2019 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tnmss Components of Oregon,Inc. "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componeentsafety Information,by.TPI and SBCA)fosafey actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted 0 erwise,top chord shall have properly attached structural sheathingand bottom chord ghall havepropefrll attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCI sections k33,B7 or B10y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg.�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANMNCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingof trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of profess ons engineering responsbility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility 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;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.Icesafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEQN:196676/18 COMN Cust:R7175 JRef: 1Wd071750001 W!ndwood Filbert Alt AH lot 3 Qty: 7 FROM:BB DrwNo: 211.18.1010.00000 Truss Label: A CY / GWH 07/30/2018 6'2'5 11'10'3 17'6" 23'1'13 28'9'11 35' 6'2"5 5713 5'7"13 57'13 57'13 6'2"5 v 5X5 D 0-3X5 3X5 12 C E y3X5 6 V W4 F n to w 14.1.5X4 s 1.5X4 B (a) (a) (' rn W3 W A \ H 5X5(A2) =3X5 =5X7 =3X5 --5X5(A2) 1 1 35' A 9'0"4I 8'5"12 8'5"12 I 9.0'4 1'6' 9'0"4 176" 25'11'12 35' 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/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.184 K 999 360 A 1507 /127 /684 /- /152 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.450 K 999 240 H 1630 /145 /750 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.077 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.187 J - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:22.35 ft Code I Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.7 TCDL:4.2 psf rigid 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.498 Bearing H is a surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.765 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.460 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0y4(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 A-B 752-2812 E-F 677 -2354 B-C 721 -2518 F-G 672 -2494 Lumber C-D 578-1716 G-H 698 -2782 Top chord2x4HF#2 D-E 569-1777 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on A-L 2438 -562 K-J 1972 -390 member. L-K 1980 -378 J-H 2405 -526 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. B-L 193 -392 D-K 1098 -313 Wind L-C 452 -126 K-E 247 -707 C-K 252 -729 E-J 435 -88 Wind loads based on MWFRS with additional C&C member design. ��E0 PROFS p GINE �O w 19575 �� 9 I 0/2118 OREGON 'IA. "- LD WA Renews 8/3012019 "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components M Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 465 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componentt_Safety Information,by_TPI an SBCA)ft'safe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SI.Unless noted olherwise,top chord shall have properly attached structural sheathing anbottom chord shall have propell attached rigid ceiling. Locations shown ffoor permanent lateral restraint Of webs shall have bracm ins alled per BCSI sections$3,B7 or B10y /1111 as applicable. Applplates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or r handling,shipping,installation and bracingof trussesA seal on this drawingor cover page listing this drawing indicates acceptance of prooessionaf engineerinresponsbility solely for the design shon. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more Information see this job's general notes page and these web sites:ALPINE:www.alpineihs.com:WI:www.tpinst.org:SBCA:www.sbeindustry.com:ICC:www.iaaefe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEQN:196692/T12 COMN Cust R7175 JRef:1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1010.03643 Truss Label: Al CY / GWH 07/30/2018 6'2'5I 11'10'3 17'6" I 23'1'13 I 28911 35' 6'2'5 5'713 5713 5713 57'13 6'2'5 =5X5 _ F T °35 *3X5 E G 12 -03X5W4 H cn 6 1.5X4 *044444%\44.414,ii%iiiiiiiiiiiiiiiii%44...1.5X4 v(a) (a) oW3 W B11 A =5X5(A2) N ►\x =3X5 -6MX8 =3X5 =5X5(A2) 1 35' 1 174"11 I 50'4 I 8'5"12 I 8'5"12 50"4 15" 50.4 17'6' 25'1192 I 35' 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.187 M 999 360 B 1699 /87 /790 /- /170 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT Risk Category:II ('TL): 0.451 M 999 240 J 1622 /79 /750 /- /- /5.5 BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.077 L - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):0.185 L - - B Min Brg Width Req= 2.8 NCBCLL:10.00 Mean Height:22.12 ft Code/Misc Criteria Creep Factor.2.0 J Min Brg Width Req= 2.7 TCDL:4.2 psf B&J are a s rigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.561 Bearings 9 d surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.766 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.249 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 297-2733 F-G 278 -1760 Lumber C-D 293-2452 G-H 308 -2336 D-E 298-2311 H-I 303 -2477 Top chord 2x4 HF#2 E-F 272-1760 I-J 308 -2765 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2354 -182 M-L 1956 -134 member. N-M 1948 -117 L-J 2389 -204 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. N-E 425 -25 M-G 128 -724 Wind E-M 125 -706 G-L 435 -30 F-M 1085 -140 Wind loads based on MWFRS with additional C&C member design. .6,.:*.0 PRopFss Gp n1G,NF�Q ,0Z 19575 r i 0/2118 OREGON 9ROL D w r`.' Renews 6/3 012 01 9 ""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.Box468 Trusses rewire extreme care in fabricating,handling,shiopoin installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tsafety practices pnor to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall ha ye properly attached structural sheathing and bottom chord shall have a proppe attached rigid ceiling. Locations shown for permanent ateral restraint of webs shall have bracing installed per BCI sections B3,B7 or 810y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m COMPANY N truss in Conformance with ANSI/TPI 1,or or handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of ro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8351 Rovana Circle For more information see this Job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:maw.iecsafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEQN:196685/T20 COMN Cust:R7175 JRef:1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 3 FROM:BB DrwNo: 211.18.1010.48640 Truss Label: B CY / GWH 07/30/2018 6'2'5I 1110'3 I 17'6" 24.5"8 28'6' I 35' ' 8'2"5 5'7'13 57'13 6'11'8 4'0'8 8'8' =6X8 o I= 03X5 12 C 6 :4444444145E:: 4 m `a 1.B $3X5 r (a) NIII V411) W3 r'�- --m.4. 1........42's a3Xi2 W 2 A w i •� — - L ?�\� 1 =5X5(A2) =4X5 W11 K _\ _ =3X5 =8X8 —BX 0 1 1111.5X4 111.5X4 S. 36 A 9'0'4 8'5'12I 6'11"8 4'0'8 4'0.8 2'5'8 9'0'4 17'6' 24'5'8 28'6' 32'8"8 35' 128,H Loading Criteria(psi) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.283 E 999 360 A 1504 /126 /682 /- /152 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.690 E 855 240 H 1634 /144 /751 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.144 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.352 J - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:22.35 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 H Min Brg Width Req= 2.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.881 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.975 Rep Factors Used:Yes Max Web CSI:0.968 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft 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 16.01.00C.0327.16 A-B 346-2805 E-F 331 -2734 Lumber B-C 339-2510 F-G 351 -3294 C-D 286-1769 G-H 451 -4460 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: D-E 408-2762 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W6 2x4 HF#2: :W11,W12 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-P 2432 -236 L-J 4506 -424 member. P-0 1969 -140 K-H 691 67 M-L 2894 -246 Plating Notes (**)1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(ibs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. B-P 107 -396 M-E 115 -449 Loading P-C 457 -54 M-F 69 -587 C-O 126 -723 L-G 181 -1615 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section D-O 500 58 G-J 654 -46 301.5. D-M 1343 -191 J-H 3301 -306 EO PROF O-M 1393 -54 Wind • - F`rt Wind loads based on MWFRS with additional C&C 4' aG%Nt' ‘jt a.,,design. (. ,Q ?, 19575 7 -011P-4017,00P-iiirp- IOW" I 0/2118 OREGON J WU N .1,66'114. -0L0 Renews 6/30/2019 *'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 nddlinap shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)t8'safe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted oytterwl e,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd ngld ceiling Locations shown forpermanent lateral restraint bf webs shall have bracing installed per BCI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building components Group Inc.shall not be responsible for any deviation from this drewing,an failure to build the truss in conformance with ANSI/IP! 1,or or handling,shipping,installation and bracing of trussesA seal on this drawingor cover page """N 0"°""' listing this drawing,indicates acceptance of prol'essiional engineering responsibility solely for the design shon. The suitability and use of this dawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and Mese web sites:ALPINE:www.atptnefiv.com;WI:www.tpinst.org;SBCA:www.sbdndustry.00m;ICC:www.icoefe.org Sacramento,CA 95828 Job Number. 0718210 Ply: 1 SEQN:196688/T23 COMN Cost:R7175 JRef: 1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 3 FROM:BB DrwNo: 211.18.1011.35600 Truss Label: B1 CY / GWH 07/30/2018 6'2"5I 11'10"3 I 176" 24'5"8 28'6" 35' 6'2"5 5713 5'713 6'11"8 4'0"8 6'6" =6X8 F �3 T3 e5�C5 12 ,B(1A33x5 50 W4 Yn 6V o+ M 1.53 es C H "oo �� .H0514 ,W1 2 3X12 B 'T�° R 0 8 N L'• \' K A =5X5(A2) R _Q OP =4X5 wi i M ..\ =3X5 =6X8 6X10 1111.5X4 III1.5X4 — 1 as A 2'4"11I 9'0"4 I 8'5"12 6'11"8 4'0"8 4'0"8 2'5"8 1 9'0"4 17'6" 24'5"8 28'6" 32'6"8 35' 6-1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.284 G 999 360 B 1695 /152 /788 /- /170 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.687 G 855 240 J 1626 /139 /750 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.144 L - - Wind reactions based on MWFRS 42.00 EXP:B Des Ld: HORZ(TL):0.349 L - - B Min Brg Width Req= 2.8 Des d: :10.00 Mean Height 22.12 ft Code/Misc Criteria Creep Factor.2.0 J Min Brg Width Req= 2.7 TCDL:4.2 psf s B&J are a rigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.931 Bearings surtace. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.969 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:No Max Web CSI:0.961 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft 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 295-2727 F-G 389 -2743 C-D 291 -2444 G-H 318 -2714 Lumber D-E 296-2303 H-I 331 -3273 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: E-F 271 -1753 I-J 427 -4434 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W6 2x4 HF#2: :W11,W 12 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on R-R 2348 -1 -J 4687 363 member. R-Q 1937 -111 5 M-J 687 63 O-N 2875 -728 Plating Notes 1 plate(s)require specialpositioning.Refer to Maximum Web Forces Per Ply(lbs) scaledP t ) q Webs Tens.Comp. Webs Tens. Comp. plate plot details for special positioning requirements. R-E 430 -26 O-G 116 -469 Loading E-Q 122 -699 O-H 68 -585 F-Q 490 -56 N-I 174 -1607 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section F-O 1355 -187 I-L 651 -43 301.5. Q-O 1380 -41 L-J 3282 -288 Wind 4'�EO PROpSs� Wind loads based on MWFRS with additional C&C 43 N4G%N e. tO member design. C9 4' y 19575 9 l- I 0/2118 OREGON ./ 9C %RO20, Renews 6/30/2019 "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.Box468 Trusses require extreme care in fa ricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNEOUS OR 97113 Component Safety Information,by TPI and SBCA)for sale y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properl attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg�iinstalled per BCSI sections B3,B7 or B10y IdA as applicable. Ap_Tplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LPI N E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY Iin conformance with ANSI,IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page no this drawing Indicates acceptance of rbtessionaT engineering responsibilitysolelyforthedesignshown. The suiTability Use of this drawing for any structure Is the responsibility of the Bulidingg Designer per ANSIITPI 1 Sc"2" 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com:TPI:www.tpinst.org:SBCA:www.sbcindushy.com:ICC:www.iecsafe.org Sacramento,CA 95828 Job Number. 0718210 Ply: 1 SEQN:196690 /T22 MONO Cust:R7175 JRef: 1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 4 FROM:BB DrwNo: 211.18.1011.37787 Truss Label: G CV / GWH 07/30/2018 III 1.5X4 12 C 6 I SO B v In gaiggillil C3 i J A =� D III 1.5X4 2X4(A1) A 2' i 2' H— 1r2, H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 197 /7 /101 /- /24 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA D 53 /4 /31 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 D - - Wind reactions based on MWFRS 42.00 EXP:B Des Ld: HORZ(TL):0.000 D - - B Min Brg Width Req= 1.5 Des d: :10.00 Mean Height:15.00 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.082 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.024 Members not listed have forces less than 375# Loc.from endwaii:Any FT/RT:2(0)/4(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 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. �� p PROF.. ,§o G t N EF�p HOZ 19575 9 I 0/2118 OREGON 14 1.19n.,0,W Nw Renews 8/330/12019 "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,shipping,installing,and bracing. Refer to and fellow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Sa ty Information,by TPI and SBCA)fosafe y practices prior to performing these functions. Installers shall provide terhporary (503)357.2118 Ext bracing per BCSI.Unless noted Otherwi top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown foor permanent lateral restraint bf webs shall have bracing ins-tolled per BCSI sections B3,B7 or B10y as applicable. Applplates to each face of truss and position as shown above and on the Join 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 drawing,any failure to build the u COMPANYmv truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drbwinng or over page Hang ths drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and Use of this drawing for any structure Is the responsiblilt-of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see gds lob's general notes page and Mese web sites:ALPINE:www.alpinellw.00m;TPN:www.tpinst.org;SBCA:www.sbdndustry.corn;ICC:www.labafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEAN:196694 /T6 GABL Cust:R7175 JRef: 1Wd071750001 Windwood Filbert Aft AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1011.40373 Truss Label: CGE CY / GWH 07/30/2018 4'9" 9'6" 4'9" 4'9" H—2'1"—.I--1'4"- =4X5 T (TYP) iliI\,oB 'A w2X4(61) I 9'6" H 1.6" I 96" f 1'6"H 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt:23.1 Ce:1.2 VERT(LL): 0.001 E 999 360 H" 140 /34 /55 /- /14 /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT (TL): 0.002 E 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - H Min Brg Width Req= Des Ld: 42.00 EXP:B HORZ(TL):-0.003 N - - Bearing B is a rigid surface. Mean Height:19.75 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.285 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.049 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.054 Loc.from endwall:Any FT/RT:2(0)/4(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 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind ��,�EO PROF.. Wind loads based on MWFRS with additional C&C O�5 G N /O member design. �J F14 Z 19575 7 Gable Studs Provide lalerel wind bracing per ITWBCG wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated 0/218 for 2X4 studs of the same grade. 0 OREGON J Additional 12See DWGS A12030ENC101014,GBLLETIN1014,& 9ROt D W N- GABRST101014 for gable wind bracing and other requirements. Renews 6/30/2019 "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 shipping,installing and bracing. Refer to and fellow the latest edition of BCSI((Building CORNELIUS OR 97113 Component"Safety Information,byy�TPI ana SBCA)far safely practices prior to performing these functions Installers shall provide temporary) (5031357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall haveproperly attached rigid ceiling. Locations snhown for permanent lateral restraint of webs shall have bracing installed per BCSI sections$3, a/ or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingof trussesA peal on this drawing or cover page in listing this drawg indicates acceptance of proTessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the uiidiiig Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this Job's general notes page and these web sibs:ALPINE:www.alpineltw.com:TPI:www.tpinst.org:SSCA:www.sbdndustry.com;ICC:www.lcaafe.org Seaamento.CA 95828 Job Number. 0718210 Ply: 1 SEQN:196696/T1 COMN Cust:R7175 JRef:1 Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1011.42530 Truss Label: C CY / GWH 07/30/2018 45" 9'6" 4'9" 4'9" =4X5 CC T ,n12 e 10 a _ f.. Tri B 1 D F A =2X4(131) 1111.5X4 =2(4(81) E A 9'6" 1 �'1S" 4'9"I9,6" 1'6" 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/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.004 F 999 360 B 550 /37 /282 /- /114 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.011 F 999 240 D 550 /37 /282 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.005 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:19.75 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 TCDL:4.2 psf B&D are a s rigid d Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.222 Bearings 9 surtace. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.151 RepFactors Used:Yes Max Web CSI:0.080 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft 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:16.01.000.0327.16 B-C 65 -428 C-D 65 -428 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. ,p r1GINe' ,O 19575 9 ,_. .. .. i 40101°- 101PriAirill, POI" I 0/2118 OREGON 9,Q0L D H1 N�; Renews 6/30/2019 *"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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by-TPI ane SBCA)fOr safely practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI..Unless noted omerwiae top chord shall have properlyy_�attached structural sheathing and bottom chord shall have a propper attached rigid ceiling Locations shown forpermanent lateral restraint 6f webs shall have bracing ins alled per BCSI sections 153,B7 or B10y as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for sandard plate positions. A LPI N E Alpine,a division of ITW BtIilding Compon nts Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on thi drawing or c over page listingthis drawing indicates acceptance of pro'fessionaf engineering responsibility solely for tile des�9n shown. The suitability and se of this drawing for any structures the responsibility of the Building Designer per ANSIIPI I S"ec.2. 8351 Rovana Circle For more Information see this Job's general notes page and these web sites:ALPINE:www.alpinetw.com;TPI:www.tpinst.org;SBCA:www.sbeindusby.com;ICC:www.i«aafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 2 SEQN:196700/T11 COMN Cost:R7175 JRef: 1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1011.03650 Truss Label: CG CY / GWH 07/30/2018 1 5 5 2 Complete Trusses Required a'9" 9'6" 1 4'9 4'9" 1 It4Xs _ B 11 ,2 \ h. 1. kP ,e V V A , ` c E D -4X5(A1) ///3X7 \\\3X10 =3X7(81) A 96" 1 74"2 2'7131 3'4"2 I 3'4"2 6'1"14 9'8" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.029 D 999 360 A 3200 /295 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.069 D 999 240 Risk Category:II C 3606 /329 /- /- /- /5.5 BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.007 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.38 ft HORZ(TL):0.018 D - - A Min Brg Width Req= 2.6 NCBCLL:0.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 C Min Brg Width Req= 3.0 s A&C are a rigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.251 Bearings surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.733 RepFactors Used:Yes Max Web CSI:0.656 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft 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:16.01.000.0327.16 A-B 184-1984 B-C 187 -2029 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-E 1490 -133 D-C 1526 -136 Nailnote E-D 1093 -102 Nail Schedule:0.120"x3",min.nails Maximum Web Forces Per Top Chord:1 Row @12.00"o.c. Ply(lbs) Bot Chord:2 Rows @ 3.00"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. E-B 1179 -93 B-D 1286 -102 Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 76 plf at 0.00 to 76 plf at 9.50 BC:From 7 plf at 0.00 to 7 plf at 9.50 BC:1507 lb Conc.Load at 2.06 BC:1504 lb Conc.Load at 4.06,6.06,8.06 Wind �ItEO PROFS Wind loads and reactions based on MWFRS. ,§0 NkG 1 N e ',Oy 19575 7 r ie`! AP- I 0/2118 OREGON 9R �OW N Renews 6/30/2019 **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.Box468 Trusses req Ire extreme care in fabricating fondling,shippp in installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Corr!ponentSty Information,by TPI and'SuCA)for safely practices prior to performing these functions. Installers shall provide temporary (5031357-2118 Ext bracing per B I.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have proper attached rigid ceiling Locations shogun for permanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or 510y as applicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Zfor standard plate positions. ALPINE Alpine,a division of ITW Buildinr1gq_CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN rTW COMPANY trine in conformance with ANSI/TPI 1,or for handling,shi ping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of profiessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibilitTof the Building Designer per ANSI/TPI 1 S"ec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.c m;WI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.icceare.org Sacramento,CA 95828 Job Number: 0718210 Ply: 2 SEQN:196703/75 GABL Cust:R7175 JRet 1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1013.05897 Truss Label: DG CY / GWH 07/30/2018 I $ 5 2 Complete Trusses Required 332 trI 81"14 12' 3'3"2 28'14 2'8'14 3'3'2 i^-2---I----28"- mom - (TVP) i' 'i‘4:: 12 p4X5 10 C A 40111\LL. Aiglii16 1 O M K '=' 03X10(810R> iesxs =axe mzxe IR3x7 k3x10(810R) 1 72 1 372 28'14i 28.14 3.32 3'32 6' 8'8.14 12' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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/# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pr:23.1 Ce:1.2 VERT(LL): 0.055 L 999 360 A 5111 /432 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.130 L 999 240 I 5208 /440 /- /- /- /5.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.023 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.055 D - - A Min Brg Width Req= 4.2 NCBCLL:0.00 Mean Height:20.90 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 I Min Brg Width Req= 4.3 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.282 Bearings A&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.721 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.998 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft 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:16.01.000.0327.16 A-C 256-2966 E-G 185 -2144 Lumber Loading C-E 185-2141 G-I 256 -2961 Top chord 2x4 HF#2 Truss designed to support 1-0-0 top chord outlookers Bot chord 2x6 HF#2 and cladding load not to exceed 5.00 PSF one face Maximum Bot Chord Forces Per Ply(lbs) Webs 2x3 HF#2:W1,W2,W4,W5 2x4 HF Std/Stud: and 24.0"span opposite face.Top chord may be Chords Tens.Comp. Chords Tens. Comp. :W3 2x4 DF-L Std/Stud: notched 1.5"deep X 3.5" at 48"o/c along top edge. A-0 2246 -193 M-K 2226 -191 :Lt Wedge 2x4 HF Std/Stud: DO NOT OVERCUT.No knots or other lumber O-M 2229 -191 K-I 2243 -192 :Rt Wedge 2x4 HF Std/Stud: defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Nailnote Maximum Web Forces Per Ply(lbs) Nail Schedule:0.120"x3",min.nails Gable Studs Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Provide lateral wind bracing per ITWBCG wind O-C 916 77 M-G 80 956 Bot Chord:2 Rows @ 2.50"o.c.(Each Row) bracing details or per engineer of record.2X3 studs G-K 898-959 -76 C-M 81 Webs :1 Row @ 4"o.c. require reinforcement at 70%of the length tabulated Use equal spacing between rows and stagger nails for 2X4 studs of the same grade. E-M 2259 -197 969 in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 38 plf at 0.00 to 38 plf at 12.00 BC:From 7 plf at 0.00 to 7 plf at 12.00 0 PRO BC:1 07 lb lb Conc.Load at 11 06,3.06,5.06,7.06 �10.45 (�'�� F�ss� 9.06,11.06 �5 aGINER Q BC: 41 lb Conc.Load at 1.70,3 70,5.70,6.30 0 19575 Z 8.30,10.30 fir. Plating Notes w' ,/j-�i All plates are 1.5X4 except as noted. 1 0/2118 Wind O OREGON Wind loads and reactions based on MWFRS. I `+n-20,ash -e Additional Notes 'QOL D .N' See DWGS A10015051014,GBLLETIN1014,& GABRST051014 for gable wind bracing Renews 6P30r2019 requirements. '*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.Box468 Trusses reire extreme care in fabricatin ,handling shipping,installing and bracing. Refer to end follow the latest edition of BCSI(Building CORNEUUS OR 97113 mponent�fety Information,byY TPI and SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing.per BC SI.Unless noted orerwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for rmanentateral restraint of webs shall have bracing installed per BCSI sections�3,B7 or B10-, as applicable Ap Tplates to each faceottrtruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildl'ng Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A rrW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing orover pane listing this drawing Indicates acceptance of pro-fessionaT ngineering responsibility solely for the design shown. he suitability and use of this drawing for any structure Is the responsibility of the building Designer per ANSIITPI 1 ec.2. 8351 Rovana Circle For more Information see this Job's general notes page and these web Bites:ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbdndustry.com;ICC:www.lccsafe.org Sacramento,CA 95828 I Job Number: 0718210 Ply: 1 SEQN:196705/T14 GABL Cost:R7175 JRef: 1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1012.04403 Truss Label: EGE CY / GWH 07/30/2018 4'9• 9'6" Ii 4'9' 4'9' F-21'-I--i'4'- =4X5 - (IP) E /1 ,n 12 ..• 10 V e i I 1 A A 1 ;1 I 1 9'6- 1 i--1'6" 9'6- 9'6' r6 -{ 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 loci L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.016 J 999 360 B 663 /156 /306 /- /122 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.056 J 999 240 H 663 /156 /306 /- /- /3.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ Mean Height:15.00 ft (TL):0.042 C B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.285 Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.266 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.056 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 VIEW Ver.16.01.000.0327.16 B-E 134 -516 E-H 134 -516 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Oft Wind PROFS` ft Wind loads based on MWFRS with additional C&C 4y G 1 N E. VS member design. Ca F4' 0" 19575 '9 Gabkt Studs id • Provide lateral wind bracing per ITWBCG wind OP P-�,r-e- bracing details or per engineer of record.2X3 studs 1 0/2118 require reinforcement at 70%of the length tabulated OREGON for 2X4 studs of the same grade. Additional Notes 14i•° ;0•Nov See DWGS S12015ENC100815&GBLLETIN1014 for gable wind bracing and other requirements. Renews 6/30/2019 "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 fa satin h ndlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and fdr safely actices toperforming 503 357-2118 Ext ypriorthese functions. Installers shall provide temporary ( > bracing per BCSI.Unless noted shown for chord shall have properly attached structural sheathing and perbottomBC chord shall have a proBefl attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing Installed per BCSI sections$3,B7 or B10y as applicable AppTplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E 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 drawing any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on thisdrawing or cover page listing ths drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and Use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 7 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.agNneltw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEAN:196708/115 COMN Cost:R7175 JRef: 1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1012.09993 Truss Label: E CY / GWH 07/30/2018 4'9' p 96' I4'9' 4.9" =4X5 C -r ,R _ a. ,0 Ala 2X4(61) =2X4(81) "'- B p 1 'u ��I A1.5X4 111 1 E 1 9'6' 1 16" 4g. 9,6" 16"H 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 hoc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt:23.1 Ce:1.2 VERT(LL): 0.004 F 999 360 B 550 /12 /281 /- /108 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): Risk Category:I I R ): 0.011 F 999 240 D ti 12 /281 /- /- /3.5 BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.002 F Windd reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL):0.005 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.222 Bearings B&D area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.151 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.080 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 70 -428 C-D 71 -428 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 CBC member design. . �# PROF% aG 1 N E' s ��5 py 19575 11, iii 1 0/21 a OREGON 940`.;0,x+N�� Renews 6130/2019 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boa 468 Trusses require extreme care in fabricating,h ndlinq shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building CORNEuUS OR 97113 Componen fety Information,b TPI andS8iCA)for safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations s forpermanent lateral restraint Of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, /411 as applicable. Applplates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *Nm COMPANY truss in conforms clawing ce with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this wing or cover page listing this draw ng indicates acceptance of p o sslonaf engineering responsibility solely for the design 8351 Rovana Circle For more information see this Job's general notes page and these web sites:ALPINE:www.alpineItw.00m;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.ickaafe.org Sacramento,CA 95828 Job Number. 0718210 Ply: 1 SEQN:196710 /T4 COMN Cust:R7175 JRef: 1Wd071750001 W!ndwood Filbert Alt AH lot 3 Qty: 2 FROM:BB DrwNo: 211.18.1012.15180 Truss Label: El CY / GWH 07/30/2018 49" I 96" 4'9" 4'9" =4X5 C 'I r2 N' ,g Aillhhhh..IN X4(31)u' B A I 1111.5X4 1 A 9.6" j 16' 4,9" 96" I Loading Criteria(psi) 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 hoc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.004 E 999 360 B 561 /14 /282 /- /94 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.009 E 999 240 Risk Category:I I D 416 /1 /201 /- /- /3.5 BCDL: 7.00 e9 ry Snow Duration:1.15 HORZ(LL): 0.002 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.006 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 TCDL:4.2psf Bearingsrigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.247 9 surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.162 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.083 Members not listed have forces less than 375# ChorLoc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top omp. Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Cmp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 84 -452 C-D 80 -443 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. tel t PRop ,p aGINE � age 19575 9 dOr,"*air---... ._ -, 1 0/2118 OREGON 94OLD W N� Renews 6/30/2019 **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.Box468 Trusses require_extreme care in fa satingg handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEOUS OR 97113 Component fety Information,by TPI and'SBCA)f-Mr safety practices prior to performing these functions Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oinerwige top chord shall have properly attached structural sheathing and bottom chord hall hav prop l attach rigid ling Locations shown for permanent lateral restraint of webs s all have bracinginstalled per BCI sections B3,isT or B10y as applicable Ty plates to eac faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handing,shipping,installation and bracing of trussesA seal on this drawiig or cover page listing this drawing Indicates tes acceptance of proTessionai engineering responsibility solely for the design shown. The suitgability and use of this Brewin for an structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this fob's general notes page and these web sites:ALPINE:www.alpineilw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.idaafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEQN:196716 /T19 GABL Cust:R7175 JRef:1Wd071750001 Wlndwood Filbert Alt AH lot 3 Qty: 1 FROM:BB DrwNo: 211.18.1012.20447 Truss Label: FGE CY / GWH 07/30/2018 C 6 12 =2X4(A1) T B iiiidi 43 -!-4/111, 11 l A 1 A 2' 1 F 2'4"11 I 2' H 2' 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 475 /273 /245 /- /122 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT TL:NA Risk Category:II ( ) D 5 /66 /68 /- /- /- BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.003 D Wind reactions based on MWFRS 42.00 EXP:B Des Ld: in HORZ(TL):-0.006 D - - B MBrg Width Req= 1.5 Des d: :10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.690 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.142 RepFactors Used:Yes Max Web CSI:0.012 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(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 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outiookers and cladding load not to exceed 5.00 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 301.5. Wind Wind loads based on MWFRS with additional C&C member design. � �� 4 O PROFFss G iN F +s.HOZ Gable Studs � Provide lateral wind bracing per ITWBCG wind 19575 '7 bracing details or per engineer of record.2X3 studs illi, �,�, e'vi I for 2X4 studs of the same grade. i 0/2118 Additional Notes OREGON See DWGS S12015ENC100815&GBLLETIN1014 for 'Q 4bit.2C,19� gable wind bracing and other requirements. Ro1-o w"N� Renews 6/30/2019 "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.Box468 Trusses uire extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componeeent fety Information,by TPI and SBCA)far safely actices prior to performing these functions. Installers shall provide temporary (5031357-2118 Ext bracin r B SI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a probpee attach ngid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10y as app icable. Applplates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI,I PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over page a mmco un listing this drawing Indicates acceptance of oTessionaengineering responsibility solely for the design shown. sever suit=ability and use of this thawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 S-ec.2. 8351 Rovana Circle For more information see this Job's general notes page and these web sees:ALPINE:www.alpineilw.00m:TPI:www.tpinst.org:SBCA:www.sbeindustry.com:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number. 0718210 Ply: 1 SEQN:196712 /T16 MONO Gust:R7175 JRef: 1Wd071750001 Windwood Filbert Alt All lot 3 Qty: 6 FROM:BB DrwNo: 211.18.1012.23913 Truss Label: F CY / GWH 07/30/2018 III 1.5X4 12 I 6 V =2XB(A1_AAA � - 43 �j I (O D NI 1111.5X4 A I- 2' 1 F 2'4"11 I 2 H 2' 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 IA Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 410 /37 /219 /- /36 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA D 5 /54 /38 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.005 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.513 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.115 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.039 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(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 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. X41 L D PROF ass y GINE- i . O 0 F41 Z 19575 9 jai r op. air e-v r 1 0/2118 OREGON 9-OL0O,w9N— Renews 6/3012019 "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.Box488 Trusses Ire extreme care in fabricating,_handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componeeent�fety Information,by TPI and SBCA),,r safety actices prior to performing these functions. Installers shall provide temporary) (503)357-2118 Ext bracing per BC SI.Unless noted orerwise top chord shall have properly attached structural sheathin and bottom chord shall have proper attached rigid ceiling. Locations shown for permanent teral restraint Of webs shall have bracing insr Iled per BCI sections$3,Ba! or B10y /41111 as applicabl Ap Tr plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 1 6OA-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawingp''anY failure to build the COMPANYwmv trues in conformance with ANSI/TR! 1,or for handling,shipping,ins llation and bracingof trussesA seal on this drawing.or cover page Hang this drawing Indicates acceptance of pro7essionai engineering responsbility solely for die design shovTn. The suitability and use of this drawing for any structures a responsibility of the Building Designer per ANSirPI 1 Sbc.2. 8351 Rovana Circle For more Information see this Jobb general notes page and these web sites:ALPINE:www.etpineilw.00m;TPI:www.ipinst.org;SBCA:www.sbeindustry.com:ICC:www.lccsafe.org Sacramento,CA 95828 Job Number. 0718210 Ply: 1 SEQN:196714 /T17 MONO Gust:R7175 JRef:1Wd071750001 Windwood Filbert Att AH lot 3 Qty: 4 FROM:BB DrwNo: 211.18.1012.27773 Truss Label: Fl CY / GWH 07/30/2018 1111.5X4 C -I- 12 12 6 M T O_ v. 2X4(A1) N 1 iiiiill Bv 1' 1111.5X4 A 1 5' -A E- 2'4"11 I- 5 H 5' 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 457 /18 /237 /- /61 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA D 159 /10 /83 /- /- /- BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.002 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.007 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - rigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.527 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.150 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:0.170 Loc.from endwall:not in 9.00 ft FT/RT:2(0)/4(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 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. Right end vertical not exposed to wind pressure. ,,hep PROFc-e„ C9� aG 1 P4 HO41 Z I 19575 17 r µ _ _.__. eii .�� I 0/2118 OREGON 9�OL o W NUJ Renews 6/30/2019 ""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.Box468 Trusses require extreme care In fabr!Qattng fondling,shipping,installing,and bracing. Refer to and fpllow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byy��TPI end'SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a proppeer) attacrigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracin Inslailed per BCSI sections B3,B7 or B10; as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z fbr standard plate positions. Alpine,a division of ITW Buildln Compon nts Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in contormance with ANSITTPI 1,or for handling,shipping,installation and bracingof trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessionaT engineering responsbility solely for the design shown. The suliab!Ilty and Use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 c.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineltw.com;TPI:www.tpinstorg;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEQN:196672/T2 EJAC Cost:R7175 JRef:1Wd071750001 W!ndwood Filbert Alt AH lot 3 Qty: 6 FROM:BB DrwNo: 211.18.1012.31560 Truss Label: H CY / GWH 07/30/2018 1111.5X4 CD 12 P i 1 6 1/- rn Eo B o M�1(�� b 11.-- 11CV —� FE III 1.5X4 ••••00000,0110.1111 A =2X4(A1) r 2'8"12 j h 2'4"11 2'8"12 H 2'8"12 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# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 403 /40 /215 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA E 41 /17 /48 /- /- /- BMX: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 F - - Wind reactions based on MWFRS EXP:B Des td: 42.00 HORZ(TL):-0.005 F - - B Min Brg Width Req= 1.5 Mean Height 18.43 ft NCBCLL:10.00 TCDL:4.2 psf Code/hawCriteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.513 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.124 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.042 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(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 ctteciced 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 CAC member design. ��/to PROP• 0�5 GINE �O F� Z 19575 '9 diV:#1-'mo i I 0/2118 OREGON ..4 1A. 447. D W 20,19#06:4' Renews 6/30/2019 **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 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI aria SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (5031357-2118 Ext bracing per BCSI.Unless noted omerwise top chord shall have properly attached structural sheathing and bottom chord shall havea proper) attached rigid ceiling. Locations shown for permanent lateral restraint off webs shall have bracin installed per BCI sections B3,B7 or B10y as applicable AppTplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this dwing,apy failure to build the AN rIW COMPANY truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracira ng of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of prolessionat engineeringresponsibili solely for the design shown. The suitability and use of this drawing for any structure is tfie responsibility of the uilding Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbeindustry.com;ICC:www.iaaafe.org Sacramento,CA 95828 Job Number: 0718210 Ply: 1 SEQN:196674/T3 CALF Gust:R7175 JRef:1Wd071750001 Windwood Filbert Alt AH lot 3 Qty: 2 FROM:BB DrwNo: 211.18.1012.34990 Truss Label: R1 CY I GWH 07/30/2018 711" 5'11"4 I- -1--2,11" 3'0"4 ,( 12 ��C 5.14 �/ g so •j \\\2X4 iv \\\2X4 1 Por N A �3X7 F 2'11" -I 5'11"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce: - VERT(LL): 0.008 B 999 180 D 438 /48 /- /- /- /10.7 BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.018 B 650 120 C -156 /156 /20 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration: - HORZ(LL):-0.004 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.009 B - - D Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:18.35 ft Code I Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - TCDL:4.2 psf in Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.898 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.000 Members not listed have forces less than 375# Spacing:0.0" CBC Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA 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:16.01.000.0327.16 B-C 357 -414 B-D 262 -1010 Lumber Top chord 2x4 HF#2 Bot chord Loading Hipjack supports 2-1-10 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. 'cOe PROFS cp a GlMF /O ' 19575 �� 9 .tel //- i AO b 0/2118 OREGON 14)'1•11. 20,194! W N� Renews 8/30/2019 *"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 rere extreme care in fabricatin h ndlina shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SI CA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properl attached rigid ceiling Locations shown or permanent lateral restraint 6f webs shall have bracing installed per BCI sections B3,B7 or 10y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildinrtgg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more Information see Mb lob's genera!notes page and these web sites:ALPINE:www.alpinethy.tom;WI:www.tpinst.org;SBCA:www.abdndustry.com;ICC:www.iccsafe.org Sacramento,CA 958` 28 f t Gable Stud Reinforcement Detail ASCE 7-101 j 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 t Or* 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 (Jr. 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4 Brace (1) 1x4 'L' Brace s (1) 2x4 'L' Brace s (2) 2x4 'L' Brace ss (1) 2x6 'L' Brace 5 (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 A' S #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-Phe-Fir Hen-Fir U S P F #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' il*3 i2 Standard Stud ite Stud 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' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Pines** W #1 4',10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' *3 *3 SP #2 4'm ' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud M Standard Standard d FL #3 4' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Stud4'1'' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group B' U _ #1 / #2 5'r3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P r[ #3 5''p' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' L Y HF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 0.1 Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' o • •s Fir-Larch Southern Phonons #1 5'i6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' Militili *1 SP #2 5' ' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' 0 i2 #3 5' ' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' QJ ,T, DFL Stud 5' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRI (Stress-Rated Hoard). rsmFor 1x4 So.Pine use only Industrial 55 or Standard 5' ' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2 #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 nay be used with these grades. d - SPF #3 5' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' L3 U H FStud 5'16' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' %And Load deflection criterion is L/240. Standard 5' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Q Provide uplift comectlons for 70 plF over X #1 6' 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). d SP #2 5'1/3' 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' 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. DFL Stud 5' ' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' ' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Syrxt Attach 'l' braces with 10d (0.128'x3.0' min) nails. About) ,Gable T s A i )1( For CD 'L'brace. space nails at 2'o.c. / IR In 18'end zones and 4'o.c. between zones. ' o.c. Diagonal brace option. � o18'2end) 'L,zoneseand 6'a b In os etween3zon s. vertical length nay be — , T doubled when diagonal i 18' 3H : * 'L' bracing must be a mm of BOX of web brace is used. Connect L 4. Hammu member length, diagonal brace for 383# 'L' at each end. Max web ' Hr ce 41°44%-b, �0 Gable Vertical Plate Sizes total length is 14/ 311- ` Vertical Lent*' No Splice 2x4 W-L *2 or ' Less than 4' 0' 1X4 or 2X3 better diagonal -r ; Greater than 4'0', but 2X4 Vertical length shown brace) single less than U' 6' in table above. or double cut 18' * r Greater than 11' 6' 3X4 (as ,,, • shown) at L_ 1 + Refer to common truss design for / upper end. 1 [ 13 E ,![II f Q ' : peak, splice, and heel plates. 7/ / / / /ontlnuous Bearing • w P O �, / / Refer to the Building Designer for conditions Connect diago • at .4 not addressed by this detail. midpoint of vertical web. �i� V\ Refer to chart above for f'•,4. - •_, _tin. i =YARfm4is READ AHD FTDIOV ALL NOTES 01 TIS BRAVING \ • FiWDSH THIS BRAVING To ILL IafTRAC ERS=UMW TIE DITM.LEDa C7 F� y REF ASCE7-10-GAB12030 Trusses require • care h fabricating,handing,shipping,installing and Refer to and 19575 9 follow the latest . .• of KU oaildbg Component Safety Information,by TPI ands for safetyA011`, DATE 10/01/14 pracMcrs prior perfor irg tYose fincgems. Instaaers sfoa provide DCSL UMess noted o- ,top dtard diol)have properly atfacMd sir shwa hrsdnp:Z aed button chord / le shall have a • •. attached rigid citing. shown for permanent lateral restraint of webs /- . DRWG A12030ENC101014 F� Eshall have - • Installed per I sect H3,B7 or 510,as Apply plates each fop /I i i ` I of truss and •. . as shown above and on the Joint Details,unless enoted oiherwhw. 07'1/20 8 /-1 I �J Refer to dra • IwA z for standard plate positions. OREGON Alpine,a dvbipn ITV:AM Compwuents�shnU not be respansltle for wq d.Motion from AN RWODMFMNY !Hs dradnp,wry to She tnrss h efth At1SI/TPI L or for hertdNp,shbpYp 1 `•m.20,104 'f MAX. TOT. LD. 60 PSF installation - of trusses. A `_ A seal on this ar cover page llsirp this drawing,indicates acceptance of professional 'FOL. Nv — *y 'duly far the of ih Biding Designer shown. The suitability ANSI/TPI 1 Seca D 13389 Lakefront Drive for�' * t"etity Hca Earth City,MO 63045 IILPItEForeYmNftowr.amwatwionPsectispMotb,o'srgrenal •ewtes prytherm=stbesife Renews 613012019 MAX. SPACING 24.0' f i ASCE 7-101 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ACE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ACE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ACE 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 stiff back to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Top' Continuous roof sheq thing 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 deign referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and o 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 r le 2X4 Blocking I nailed to 45° 1 sheathing and %tireach truss H `l, _- • W®_III_®_®_III_ill ....=— — — —o—....it 2X4 DF-0 #2 H/2 or better diagonal brace. Attach etch endfor 560# ! ii ■ ■ ■ ■ ■ ilii■■ ■,fil4ms 1 ' ��■�■ m ■�■■• I■�■_I. ■ ■ • 4, ontinuous Bearing — 2x6 #2 Stiffback attached to each ED PROF Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. ��K Fs oVARNINE A,READ MO FN J.UV ALL NOTES III IDS HT AW1P I. O NCINFF % .m IRTI.FURNISH fills BRAVING TO Mi comaCTua INCLUDING TIE INSTALLERS. 19675 'Q Z REF GE WHALER Trusses rendre enc core In fabricating,Fondling,shipping,Installing and brad% Refer to and follow'cK latest .• of ICE NHuildhp Component Safety Information,by TPI and SECA)for safety , DATE 10/01/14 pprr 'arc' these functions. Installers shat provide tenporar�r brecFp per Btst. / Udell noted •- tap chord shall have properly attached sMlciuro'-aheof arldd botton dived r shall have a • •• attached al cellkq s'acat'ar.sari for pawned d lateral rostra:rut of aew /- DRWG GABRST101014 A O I� l shall how .. pr I is on BS.B7 or H10,es 000Ucabla Apply plates to code Pura 07'1/20 8 ' O I\VI of tress and •.. os sheen above and an the JaYrt 0•tats,unless noted otlrrslw. 'aver to dro z for stendord plate pos'lans OREGON 111NGDmA+NNY ties 'd^a�a dlvldon ITV Gspansrrts t°'�Inc.shall fiat M respanslhle for deNatlon frau ../ •'nD,any to the truss a con arnance der MNSIiTNn I.or far harp shppkp '9 n.20.10 f' MAX, TOT. LD, 60 PSF Installation I of trusses. A swat on ties • or over pop Rating thls drawing,kd=tes accepter=of profession,' "-01. solely for tie design-shoal The wita6Hlky and use of this drawing H 13389 Lakefront Orive for sop le responsibility of SheBuilding� perNV�I Seel. Earth City,MO 63045 For +�b^ this generalnot web snow Renew.6/30/2019 MAX, SPACINGALP TPD i5torDl DCA co, Arai ICG h arg ) 1 able Detail /(+;II a'or Let-In Verticals Gable Truss Plate Sizes Ab ut`� O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. ©Refer to Engineered truss design for peak, splice, web, and heel plates. 4*********4:44004: Cil ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gables ' © 4 �' ` fl � Example' 2X4 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member © co Toe-nail , - Or - End-mall 6 . © 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 IOd 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, , C Rigid Sheathing Toenalled Nails' specie, and grade of the 'L' reinforcing member. 4 Ndtn itl lad Common (0.148•x3',min) Toenails at 4' o.c. plus Web Len th Increase w/ 'T' Brace L (4) toenails in the top and bottom chords. 9 'T' Relnf. 'T' 'T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Mem Re bber Icing \ wind load. 2x4 30 X ASCE 7-05 Gable Detail Drawings Example' 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph r A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Gable Nails Mean Roof Height = 30 ft, Kzt 1.00 Truss Spaced At ASCE 7-10 IL ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP *3 A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'P Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, 520015ENC100118, 520015END100118, S20015PED100118, ` S11530ENC100118, S12030ENC100118, S14030ENC100118, S16030ENC100118, 4 Nail? X 0 S18030ENC100118, S20030ENC100118, 520030END100118, S20030PED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforced gaol- tical length. #SO PRop m oVNBwII,}s MAO NW FELLOW N1 KITES III TINS BRAVnNCit FURNISH THIS BRAVING TO ALL CONTRACTIRS IlClUDING TME INSTALLERS. C� t�C'�Fc4/ Dy REF LET-IN VERT Trusses handling,extreme core in fabricating,handling, and Refer to and - 19575 follow the latest • of BCST O]Wdrp Component Safety Information, TPI and for safety gcti nonotedpr perfarmtp Uese f>ncNans. Inetauer:.hell q�m�poronibred pent A' m DATE 01/02/2018 taped ri dtcn have Locationsls atawe permanentfa'pman1 late DRWG GBLLETIN0118 ,q o NE doll have a . .. y attd per rlNl I ceiling. B3,97 III for cabllateral tes to* , webs shell have br - •Installed BCS sections , Apply plates to sod,face / of truss and •. . as'holm above and an the Joint Debits,unless noted otierMse. 0 0/20 8 Refer to dra '�!- 160A-2 far standard plate position. OREGON AN AlpYe,a dWhbn hof ITV Bullb2 Components Wow Inc lea not be responsible far any deviation from 1IWODMRWY ale lIroving,any to sWldthe tree h aonfarmanxe.la,NaIrtP[1,or far henarnp,'F�prp, 1 ' .�9.tso' �:, MAX. TOT. LD, 60 PSF installation a • .. • of troves. A sed on this • or cover page Ibibp this drawing.Indicates acceptance of professional 13723 Riverport Drive solely for the deed suit/get,�nq Sec2. draebp "POL O DUR, FAC, ANY Suite 200 �•am - Is - rsspmeWty of Adding Maryland Heights,MO 63043 For rfornauon see this Job's general notes page and The web*too AL INE, eltocomm TPI,wwetphstorgl SECA eww.'ednduatryargr ICD wwNccsafaorg Renews 6/90/2019 MAX. SPACING 24.0' i 1 I CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when aontinuous Lateral Restraint (CLR) r'oT-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. i L-Reinf, ,* N\ 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 90% of web member length. This detail is only applicable for hanging the specified CLR ,I shown on single ply sealed design to T-reinforcement or , L-reinforecement or scab reinfor ement. Alternative reinforcement specified in chart below may be conservative. mid For minimum alternative reinforcemlent, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint ,, T- or L- Reinf. Scab Reinf. r 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. Mil 4 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 2-2x6010 Scab Relnf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better thalq web member unless specified otherwise on Engineer's sealed deFign. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. 7 N. ... ��o PROFS �1 �F WNm,u, ,� THE %,, ...V., 4.- .1. TC LL PSF REF CLR Subst. Trusses require' '� ' •ewe care in fabricating,handM9..hbphW.instauhq and bracing. Refer to sed 0 19575 _r 2 foliow the latest •• of scat�asg Component Safety nwornotwn,by WI and sero)for safety411111111 TC DL PSF DATE 10/01/14 es prior .r..'forM''10 iha.t McUir.. Ins tallar.shag provlM y�hra�eup"bot HLST. rnoted o ,tap lord shall have property attached.trvctaraf sh.ai�ac "Dhow dwrd :C DL PSF DRWG BRCLBSUB1014 wr shall have a • •. attached r locations shown far permanent lateral restraint of webs / shalt have Installed per [ xt,eT or 110,as applicable. tippyy poles to each face �� BC LL PSF O of truss and • as sheen abevt and on the Joint Details,unless noted oriarelse. 07 1/20 8 ,q(��NE Refer to dra •. SIA-Z for standard plate poems. AN RINOO AWN the*awing,any [TV to btA �russ in conformance s with ANSI/TPI Tbe PI 1,or for hheany deviationshipping, OREGON J TOT. LD. PSF b"A seal o alis of 6covverd pipe listing tide d awbp,bdcates omptenc.of rofessio professional `+A. — solely far the ddeessl i slow,, Te.MeWty and ise of this*swig 9"rOI 20,1• VW• DUR. FAC. 13389 Lakefront Drive /ar sew ` � �' 1q Ilw>aae'Oer AIISI�P P Seca i . Earth City,MO 63045 For Information see this Job's general notes ppooppe�and Mese web straw SPACING ALPINE. tw.cau Teo esw.tpbstorg,SSCA,ms63dustyam PCP es.Jcesafeerg °raw- ,g )L { Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-100 120 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) lx4 'L' Brace ■ (1) 2x4 'L' Brace ■ (2) 2x4 'L' Brace w■ (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace ■r Bracing Group Species and Grades' Gable Vertical No S Spacing Species Grade :laces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A' 1 #1 / #2 ;' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Spruce-Pine-Fir Hen-FY A..) *1 /112 Standard 02 Stud - SPF #3 0' 7' 1' 7' 4' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' *3 Stud *3 Standard Q Stud ' 0' 7' 1' 7' 4' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' HF Standard ' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Douglas Flr-Lard, Southern Finites" Q1 #1 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' *3 *3 J z SP #2 ' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Stud Stud #3 ,' 1' 7' 0' 7' 4' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 8' 14' 0' 14' 0' Standard Standard COLI DFL Stud 1' 7' 0' 7' 4' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 8' 14' 0' 14' 0' d Standard 0' 6' 2' 6' 7' 8' 2' 8' 8' 9' 11' 10' 4' 12' 10' 13' 7' 14' 0' 14' 0' Group H' U #1 / #2 ` 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir S P F #3 ' 7' 8' 1' 8' 6' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' a/ Bir xl L U H F Stud ' 7' 8' 1' 8' 4' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard ' 7' 8' 1' 8' 4' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pines■■ #1 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 x SP #2 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 ;' 8' 8' 2' 8' 5' 9' 7' 10' 0' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress—Rated Board). QJ DFL Stud 8' 8' 2' 8' 5' 9' 7' 10' 0' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' w or 1x4 So Pine use only Industrial ss or Standard ,' 7' 7' 6' 8' 0' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards.Group B _Q #1 / #2 ' 4' 9' 0' 9' 4' 10' 8' 11' 1' 11' 6' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. d SPF #3 0' 8' 11' 9' 3' 10' 6' 10' 11' 12' 6' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail No-test L5 U H FStud 0' 8' 11' 9' 3' 10' 6' 10' 11' 12' 6' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Vlnd Load deflection criterion Is L/360. 0 Standard 0' 8' 11' 9' 3' 10' 6' 10' 11' 12' 6' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Provide upUft connections for 35 plf over x #1 6' 9' 2' 9' 6' 10' 9' 11' 2' 12' 10' 13' 4' , 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing(5 psf TC Dead Load). d SP #2 4' 9' 0' , 9' 4' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4'0' outlookers #3 2' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' with 2'0'overhang,or 12'plywood overhang. .--1 N DFL Stud 2' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 0' 8' 8' 9' 3' 10' 6' 10' 11' 12' 6' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Sy ir Attach 'L' braces with IOd(0.128'x3.0'mm)nails. Abotit '� ,Gable Truss 3 NE For Cl) 'L'brace space nails at 2' os. / r` In 18' end zones and 4'o.c between zones. ) Diagonal brace option' i _ T 18'2 end,zones eand spaces ac between 3zones. vertical length nay be _ * doubled when dagonal 4 18' 3s ' i 'L' bracing must be a miNuw of 80X of web brace Is used. Connect j; L v4 ;3 member length. dagonal brace for 3350 'L' ,` at each end Max web BrIE:____ � � Gable Vertical Plate Sizes total length 1s l4/ 31E31E44'%• Vertical 0' No Sdke 2e4 W-L *2or _ill.. ' Less than 4'0' lX4 or 2X3 better diagonal r' : Greater than 4' 0',but 2X4 Vertical length shown brace! single 18' ; less than 11' 6' h table above. or double cut 31E • Greater than 11'6' 3X4 45• (as shown)rat L_ J. 21 +Refer to cannon truss design for 4 upper end. Q fl Q 9 Q Q1 Q 1 peak,splice,and heel plates / / / / /ontinuot Bearing / / / Refer to tM HulldYg Drslgner for conditions Connect dagona atnot addressed by this detail. midpoint of vertical web. V\ Refer to chart above for max • 11_s _ ' •th. ,- NIT=FURNISH ,�TO /11 ILL ,��,0NA 11°11E D4 �(� F`rS� REF ASCE7-10-GAB12015 follow the la�: edition ofof care in oComment Sof ernaaon ,y ting.handling,shipping,installing and and A/forsafetysasafetandy C/ -GINE-, /0 % DATE 8/3/15 . to peManVng tinesr functions bstagwrs shag provide HCSI. 19575 eCnoted tan dnard shalt hew' Ingtr attadxd•t 4+. m " 1' DRWG S12015ENC100815 g. shag have a �� y attached rigid ceiling. Locations shown for permanent lateral restraint of webs /7 , f1 �� ^ II�� shag have ' Installed per SCSI sections B3.B7 or BIO,as plate to gad'fac. /i1I 1 LJJO I \ ' of trues and,'•.. as down above and an the Joint Details avlissa noted ofMrMsa ,- j Al--1 i�l� I v Refer to dra • Icon-Z for standard pate nadelanw. Alpbne,a ' of ITV Compaunt.fru.Inc.wall mot be rasporwdbl.lar deviation Pram 07 1/20 8 AN ITWGOAAIMNY thio drawbng. ' PoBura to build tM truss h conformance smh ANSViPI 1,or Par han&,g.aMt'pbp, installation a of trusses OREGON AX. TOT. LD. 60 PSF A sed an drawhe or cover Orating tide dra,b'g.Mates saaptance of prof sfanl A */ 13723 Riverport Drive s°Idy dn°en. line 'y a'~ue tide�� 7Lf''m.20,1 gl Suite 200 Fe-any • ,, b - resparel*ly of s.* ,Designer per AlS1/IPI t Sect wT Maryland Heights,MO 63043 .• nare inPornatan see tide Jab's goers'n°tes papr anyd n sd sob#es OC • •N MAX. SPACING 24.0' wawYlpbeitw•cam/TPA ewe,instorgl sBCM www ql IW we.Jacsafaarg Renews 0150/2019 1I