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Plans (134) ‘NS-1-7:q.. c %- C Cco t \ c-AcicSki .'�t. q-2� C- , 9 4 '�, `s n ;i' * Hyl '.f f , [4.* ; 1-:1- 20'10" -I 21'2" I 10' T T GGE T1______•_ _ _0 IEEI o i i (D B m 1m co s'--- __ a___ CI In --- ._—GI --�_�_'' —'`" ms's WI o ® m f EJ1 _ _ 4:3- G 1 - N N IN 1 F---8'8" -I 42' -I-- 10' F 60'8" o Customer: PARR FOREST GROVE Si o Desc. : Riverside 2626 B 3 Car Ma o o ~' CO ADDRESS: master mm o z Dest9ned by: BILLY BREESE I-- z cn 0 0 •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 A LPI N EPhone:(800)877-3678(916)387-0116 R„IqrCOMP, Fax:(916)387-1110 sacseals@itwbcg.com Site information: Customer: Truss Components of Oregon,Inc. Job Number: 0416054 JobDescription: Riverside 2626 B 3 Car Master Address: master City,State,Zip: master,OR Job Engineering Criteria: Design Code: IRC 2012 Design Version: 16.01.00.0327.16 JRef#: 1W9971750005 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-10.00-0.00- Floor Load(psf): None 7.00 This package contains a job notes page,25 truss drawings and 6 details. Item Seal# Truss Item Seal# Truss 1 074.18.1304.45767 SDG 2 074.18.1304.47700 SD1 3 074.18.1304.49593 SD2 4 074.18.1304.51693 SD3 5 074.18.1304.53920 SD4 6 074.18.1304.56043 C 7 074.18.1304.58693 Cl 8 074.18.1306.12737 CGE 9 074.18.1306.32743 BGE 10 074.18.1306.35300 B 11 074.18.1306.38287 GGE 12 074.18.1306.39927 G 13 074.18.1306.56683 DGE 14 074.18.1307.47410 D 15 074.18.1307.54867 EJG 16 074.18.1307.56660 EJ1 17 074.18.1307.58213 EJ2 18 074.18.1308.00360 A 19 074.18.1308.06087 AG 20 074.18.1309.01297 EGE 21 074.18.1309.02767 E 22 074.18.1309.04483 SJ1 23 074.18.1309.05773 SJ2 24 074.18.1309.07143 SJ3 25 074.18.1309.10357 FT1 � �Eo PROFS p G1PI /O7 �� 19575 I/ i OREGONGI J 9 Von.2019'6" 'i , ROCOW•'t Renews 6130/2019 Printed 3/15/2018 1:13:14 PM 03/15/2018 • Mb Number. 0416054 Ply: 2 SEQN:30372/ T25 SPEC Cost:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrvwNo: 074.18.1304.45767 Truss Label: SDG AA / GWH 03/15/2018 1 5 5 2 Complete Trusses Required 8' 14'4"9 19'0"12 23'1"2 27' 35' 1 8' I 6'4"9 1 4'8"3 I 4'0"6 I 3'10"14 I 8' I =5X7 =3X5 I111.E 4 m3XX5 m5X5 C T T 12 6V - 0 - I M v W2 T3 iiiis- ` yXNM84SX Al) 1111.54 =4X5[10] _4X [16] m3X5(18] 1112X [22] =3X12(B5R) =5X5 1 35' i 1' 8' 6'4"9 4'8"3 4'0"6 3'1094 8' 1' I 8' 1 14'4'9 1- 19'0"12 I 23'1"2 I 27' -1 35' 1 ..1 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:21.2 Ce:1.1 VERT(LL): 0.358 E 999 360 B 2884 /154 /- /- /- /5.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.723 E 575 240 H 4069 /244 /- /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.078 C - - Wind reactions based on MWFRS EXP Des Ld: 42.00 'B HORZ(TL):0.157 C - - B Min Brg Width Req= 2.4 NCBCLL:0.00 Mean Height 20.10 ft Code i Misc Criteria Creep Factor.1.5 H Min Brg Width Req= 3.3 Soffit 2.00 TCDL:6.0 psf BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.946 Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.933 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:0.607 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 B-C 154-2847 E-F 276 -4820 Lumber PurlinsC-D 218-3978 F-G 265 -4370 D-E 276-4820 G-H 248 -4026 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: In lieu of structural panels use purlins to brace all flat Bot chord 2x6 HF#2 TC Q 24"OC. Webs 2x4 HF Std/Stud:W2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Nalinote Wind loads and reactions based on MWFRS. B-0 2503 -130 L-K 4407 -267 Nail Schedule:0.120"x3",min.nails O-N 2500 -131 K-J 3544 -214 Top Chord:1 Row ®12.00"o.c. N-M 4045 -224 J-H 3558 -214 Bot Chord:1 Row (g)9.25"o.c. M-L 4045 -224 Webs :1 Row er 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(ibs) 12"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 12" Webs Tens.Comp. Webs Tens. Comp. C-N 1744 -103 L-F 584 -14 Special Loads N-D 79 -899 F-K 19 -494 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) D-L 1020 -69 K-G 1192 -74 TC:From 72 pit at -1.00 to 72 pH at 19.06 TC:From 36 plf at 19.06 to 36 plf at 27.00 TC:From 72 plf at 27.00 to 72 plf at 36.00 Ep PROF BC:From 4 plf at -1.00 to 4 plf at 0.00 ,G� F, BC:From 14 plf at 0.00 to 14 plf at 19.060% BC:From 7 plf at 19.06 to 7 plf at 35.00 �� r1G t N FF Oy BC:From 4 pif at 35.00 to 4 plf at 36.00 19675 'p TC: 750 lb Conc.Load at 27.04 • .40' r BC:1733 lb Conc.Load at 19.06 BC: 336 lb Conc.Load at 20.94,22.94,24.94,26.94 I- ' BC: 120 lb Conc.Load at 29.00 I. 15/2118 BC: 114 lb Conc.Load at 31.00,33.00 OREGON Plate Shift Table 9 `en.20,19 JT Plate Chord JT Plate Chord -QOM D W"�� No Size Shift Bite No Size Shift Bite [10] W4X5 S 1.25 [16] W4X8 S 2.25 [18] W3X5 S 1.25 [22] W2X4 S 2.25 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.Box 486 Trusses require extreme care In fabricating,handling shi installing,and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 rr Safety. Information,by TPI na SBCA)fbr sa ppp radtices prior to perfor7nimp these functions. Installers s li provide tern (503)357-2118 Ext brace err B.,SI.nUynleLss noted otherwise tpope dmrd shale pro rly_attached structu8fa1 shenatthiin�g�aand bbotrtom dm WWII have a eXy aas applicable Appry ciatess to Beach face 0 truss andt lateral are t of above and onvthe ntDetails unless not sections is 87 of 10 drawings 160A-Z for sssiiiaaandard plate positions. responsible otherwise. ce �' ALPINE" trusssin conformance with� BcAaN�SII,t RI 1,orforhandhn%sshlpshell.illbe allltironrgad brpe�any otrussesAlnfrom oondtthhi dnWA fat�lure��plsidae µ COMPANY andnaseels0. thisnarawing for ar �tructure 1s merorreesaspons bllitj of the BuildingnDbigneroperANSUTPI 1 r.8$wl_ r`g_ The gullibility 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.(pinst.org;SBCA:www.sbdndustry.com;ICC:www.(ccmfe.org Sacramento,CA 95828 a Job Number 0416054 Ply: 1 SEQN:30373 / T20 COMN Gust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DnvNo: 074.18.1304.47700 Truss Label: SDI M / GWH 03/15/2018 5'3'4 10' 17'8" 25' 29'8'12 35' F 5,3'4 -I- 4'8"12 -1 T8" -I 7'8" -I- 4'8.12 I 5'3"4 -{ -SX7D IIII.EX4 T2 _5X7 T ° F T 12 6 1.5X4 W y I.5C'X4 � C w In W3 En in _ B H 1 m5 A2) =3X5 =6X8 =_3X5 =5 A2) i 35' i 1' 10' 7'8" 7'6" 10' 1' 1_1' I 10' I 17'8" I 25' I 35' I _I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In roc Udefl Lift Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.220 E 999 360 B 1588 /49 /716 /- /93 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.480 E 867 240 H 1588 /49 /716 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.168 J - - B Min Brg Width Req= 2.6 NCBCLL:10.00 Mean Height 20.60 ft TCDL:6.0 psf Code/MhoCriteria Creep Factor:1.5 H Min Brg Width Req= 2.6 Soffit: 2.00BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.970 Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to ha TPI Std:2007 Max BC CSI: 0.787 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:0.449 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 B-C 598-2811 E-F 591 -2931 Lumber C-D 543-2495 F-G 543 -2495 Top chord 2x4 HF#2:T2 2x4 HF SS: D-E 591 -2931 G-H 598 -2811 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-L 2441 -454 K-J 2193 -326 Bottom chord checked for 10.00 psf non-concurrent L-K 2193 -318 J-H 2441 -462 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat C-L 155 -486 K-F 881 -143 TCfil24'OC. D-K 881 -143 J-G 155 -486 Wind E-K 141 -870 Wind loads based on MWFRS with additional C&C member design. <° PROpFSS G�5 �G1NEF, /Gy 19575 7 - i �r I 1. 15/2118 OREGON v 9.00WN� 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.Sax 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 bra` f Infonnatlol,by TPI and SBCA)fbr safety p actices.prior to orh1 j arses functions Installers shall provide tern (e03)357-2118 60 BCSl:Unless noted o se,top chord shall a properly a structural sheathi and bottom chord snarl have a�poorpaermYy alta Id ceillny Locations fo ipenmanent lateral restraint f webs shall have b nr�ins filed per BCS! s B7'or 810; as a lica�e. Ap-pry plates to e�ce of truss and position as shown above and on the Joinruetalis, unless noteds (wise. Refer to drawings 160A-Z fbrsssbbbaaandard plate itions. ALPINE- Milne, uIconformaivision nce wiitth�AAaNeSII/IPP! 1�,,ote for haae fndIit nna p Inc._ hipp nII not be instanlllationn and reng sponsible fitrusssedeviaess�lAr for allh�oen thissadn m fa r re co MM. dge µ COMPANY listing of thisdrawing,indicates for a�structurre Is Ow�ponsibiinyof the Buildhg Designeroper-ANUTPI 158c$t The suiteblilty 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineltw.00m;WI:www.tpinst.org;SBCA:www.abcindustry.com;ICC:www.icc safe.org Sacramento,CA 95828 4 Jab Number: 0416054 Ply: 1 SEAN:30374/ T6 CONN Cust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1304.49593 Truss Label: SD2 AA / GWH 03/15/2018 6'3"4 12' 17'6" 23' 28'8"12 35' 6F '3"4 I 5'8"12 I 5'6" I 5'6" I 5'8"12 I 6'3"4 -� -5p 3X5= m5XX5 1 ; AY T 12 6 V 1111.5X4 1111.5X4 m C G 'v \ 1: :'-.7 m H y, I A B % y In -4l — A2) N =3X5M =3X5L =3X5K -3X5 =3X5 =5X I- 35' i 1 T 7' 7' T 7' r F.I 7' I 14' F- 21' I 28' I 35' I -i 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 Inc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.196 E 999 360 B 1623 /53 /723 I- /109 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.406 E 999 240 H 1623 /53 1723 /- /- /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):0.160 J - - B Min Brg Width Req= 2.7 NCBCLL:10.00 Mean Height:21.10 ft Code/Mlac Criteria TCDL:6.0 psf Creep Factor.1.5 H Min Brg Width Req= 2.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.784 Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.578 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:0.366 Maximum Top Chord Fonds Per Ply(Its) Loc.from endwall:My 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 B-C 578-2879 E-F 524 -2087 Lumber C-D 660-2756 F-G 650 -2756 D-E 524-2087 G-H 578 -2879 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W7 2x4 HF#2: Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B-N 2484 -430 L-K 2218 -295 Bottom chord checked for 10.00 psf non-concurrent N-M 1974 -278 K-J 1974 -285 bottom chord live load applied per IRC-12 section M-L 2218 -295 J-H 2484 -438 301.5. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC@24"OC. C-N 170 -520 K-F 443 -50 Wind N-D 773 -174 F-J 773 -174 D-M 443 -50 J-G 170 -520 Wind loads based on MWFRS with additional C&C member design. 44°..)PROFC`rS �y G(NF /O 19575 �41 y %. iAllk i I. 15/2118 OREGON v 9-1 OL20,1946_ � 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 4e8 Trusses require extreme care in fabricating handlin shipping,installingand bracing Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 rtt Safety Inp� } by TPI pnd SBCA)��saepp�r ractices r14r pertor7nifr�these functions. Installs s ll provide temporary (503)357-2118 Ext bra pognpeer SCSI.Unless noted otherwise top chord shall itre properlppattaohed structural sheathing arrd bottom shall have a�proOpefl attached rrWioid ceili LLoca ns shown for permanent lateral restraint Of webs shall ha Kaci In felled r BCS/ s g3,B7'or B1g, as applicable. Apt aplates to each face oftrussand position as shown above and on the JointDetails, gess nott o�erwise. Refer A LPI N E drawings 160A-Z r sett ndard plate positions. tnisss in onfosion rmance with ANSI/-P1 1or for handling shi pi II,i llationoand bracingnof tru ass onA l on Uds drawl or coverbpiilldge a CCMPANY listing this drawing indicates acceptance roresafora engineering reepoRalb 1 for the design$h . The stability 8351 Rovana Circle and Ose of this drawing for any structure is fife responsibility of the Budding Digger p ANSUTPI 1 Mc.2. For mom information see this job's general notes page and these web sites:ALPINE:www.alpineihv.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.lxsafe.org Sacramento,CA 95828 m Job Number: 0416054 Ply: 1 SEON:30375/ T24 COMN Gust:R7175 JRef: 1W9971750005 Riverside 2626 8 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1304.51693 Truss Label: SD3 AA / GWH 03/15/2018 7'3"4 14' 21' 27'8'12 35' 7'3"4 I 6'8"12 I 7' I 6'8"12 I 7'3'4 6X6 m6X6 D T2 12 6 V w'3X5 23X5 vC (a) , 1/3 wa w: F. W2 B G lm., A 0 r m ._. 0 �`H -3X10(B3) 1111.5X4 -3X5 -3X5 m3X7 III1.5X4 ---3X1I(B3) A 35' -A 1_1 I 7'3'4 I 68"12 I 7' I 6892 I 7'3"4 11-1 7'3'4 14' 21' 27'8"12 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In hoc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.195 L 999 360 B 1682 /58 /727 /- /125 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.385 L 999 240 G 1682 /58 /727 /- /- /5.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):0.088 I - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):0.174 I - - B Min Brg Width Req= 2.8 Mean Height:21.60 ft NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 2.8 Soffit: 2.00BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.981 Bearings B&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.645 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.866 Members not listed have forces less than 375# 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 B-C 565-3010 E-F 505 -2261 Lumber C-D 508-2271 F-G 565 -3010 D-E 511 -1861 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bat chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-M 26019 59 -407 K-J 1879 -231 M-L 25999 -407 J-I 2599 -415 member. L-K 1879 -231 I-G 2601 -415 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. C-L 200 -810 E-J 506 -104 Purlins L-D 510 -76 J-F 201 -815 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind Wind member demised on MWFRS with additional C&C `y�I IE % GPN OFFSA 0 o. 19575 �+ rads, all - 4011. I. 15/2118 OREGONGI v 1 6bn.20,19# -'0LD W.Vo' Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tinea Components ororepon,Inc. "IMPORTANT" FURNISH THIS DRAWING �TyO ALL CONTRACTORS 11NnCLUDING THE INSTALLERS �ha p ryg P.o.Box 468 Trusses requSa�ey I `tion.yTPI en fabricating, S CA)for se Fltr p op�er(y_a s,installing and wr'duf these functions. �ane bnsttom chord s15anrtilade t rni. Refer to and follow the latest edition of BCSI rran�t1 t 1COR357�211t US OR 97113 nf BCS(.Unless no of ve n�ina �n� B y as a „ark cell-ing. Lo tions shown forpetr ss antlt hat@ran astrsmn teem akresand a the gai!Is unresBs no%d otherwl�se.B7f�e�ter to to to each Ease of Pce ALPINE- Alpine, /1111 draws 160A-Z standard platen� positions. p a truss ifoormaion nce��AAN�SII/TPII 1�,pto�r for handlinop.shipshall oppiiin notInstallation �dtinsaggbof trusssesA�four l ondtthiis isadnrawlny or reco er piakfgethe µMN COMPANY and Deeeng i of drawi�rawing for any structuurre is the ponsi llhtj hof the 6u W g Des�ler peVANs 11 ac Zhownn9. The suitability 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.bcsefe.org Sacramento,CA 95828 r Job Number 0416054 Ply: 1 SEQN:30376 / T18 CONN Cost:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1304.53920 Truss Label: SD4 AA / GWH 03/15/2018 8' 16' 19 27' 35 I 8. ( 8. I 3. I 8, I sI 115X7 1115X7 D 72 E T - 12 6 �/ 3X5 $3X5 r' C (a) F m re NO ON W7 WI B G 35 A/_ 6 m m „ g \H -�1'83) 1111SM44 =3X5 m3JX5 3X7= 111.6X4 =3X1' : ) - A 35' 1 1' a' 6 3' 8' 8' 1' I- I 8' I 16' I 19' I 27' I 35' I -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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:21.2 Ce:1.1 VERT(LL): 0.187 L 999 360 B 1742 /62 /728 /- /141 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.360 L 999 240 G 1742 /62 /728 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.098 I - - Wind reactions based on MWFRS Des Ld: 42.00 a.B HORZ(TL):0.189 I - - B Min Brg Width Req= 2.9 Me NCBCLL:10.00 Mean Height:22.10 ft Code/ c Criteria Creep Factor 1.5 G Min Brg Width Req= 2.9 4.2 psf Soffit: 2.00TCDL:6.0 psf f Mc Code: IRC 2012 Max TC CSI: 0.942 Bearings B&G are a rigid surface. BCDL: Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.689 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:0.369 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 B-C 566-3148 E-F 492 -2288 Lumber C-D 494-2297 F-G 566 -3148 D-E 496-1879 Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W7 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 2728 -394 K-J 1877 -184 (a)Continuous lateral restraint equally spaced on M-L 2726 -395 J-I 2726 -402 member. L-K 1877 -184 I-G 2728 -402 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. C-L 235 -942 E-J 515 -139 Purlins L-D 519 -92 J-F 236 -946 In lieu of structural panels use purlins to brace all flat TC©24"OC. Wind Windloadsbased on MWFRS with additional C&C G �F member4'N- FSs ` N � 'O c + -/- 19575 l i 1. 15/2118 OREGON J 9,1r0L D " 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 extre{{�Ue in fabricating,naSBCAling,she in lling,a d bracing.i Referng�htoto�n follow the latest ers dition of BCSIide (Building t� LIUS1 OR 97113 BC unless noted olherwise,top chord shat proper a ttta to astrulnc k al sheathe and bottom rico osl�a gha�ve arh ro�e� as applica�e Appiy asbto each face ot�W saanat lateralpitias srestrah wntm above webs Bandl on Ina Jave n en Is, Ness not of erwise.B7fleferlto' drawings 160A-Z Tror ndard plate positions. gayALPINE Altrrusssiin conformance with 1W ANSI,PPb 1 Por for handl' Ih pppi it sk�allationaaandbrle acing Oftr sse A�l�on this drarrimrigg orucreovebuildppa�ggeehe µ laths this firming,indicates acceptance of lona engineering respralWIIN solely for to design 4ho917n. The sititl,blllty and Use of this dawing for any structure is responsiblSttyj of the Building Desigrfer per-ANSI/7P'I Sbc.2. 8351 Rovana Circle For more information tion see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinatorg;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 + Jdb Number. 0416054 Ply: 1 SEON:30377/ 12 COMN Gust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 4 FROM:BB DrwNo: 074.18.1304.56043 Truss Label: C AA / GWH 03/15/2018 I 8'2"5 I 1110'3 I 17'8' I 23'1"13 I 28'9"11 I 35' I 62'5 5793 57"13 5793 57'13 82'5 =5X5 F 63X5 $3X5 12 S p C'X3)(5 6 I� W4 H +n 1.5X4 ,'l.5X4 Ca (a) (a) I W3 W B + J 31 A/g .s\K .5 A2) =3X5 s5X7 83X5 - A2) A 35' i It'I 9'0'4 I 8'5'12 I 8'5"12 I 8'0"4 11-I 9'0"4 17'6' 25'1192 35' 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 Pt 21.2 Ce:1.1 VERT(LL): 0.184 M 999 360 B 1588 /66 /728 /- /153 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.383 M 999 240 J 1588 /66 /728 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.077 L - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):0.159 L - - B Min Brg Width Req= 2.6 NCBCLL:10.00 Mean Height 22.47 ft TCDL:6.0 psf Code/Misc CriteriaCreep Factor:1.5 J Min Brg Width Req= 2.6 Bearsrigid 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.592 Bearings B&J area surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.755 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:0.383 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:1.80 WAVE VIEW Ver.16.01.00C.0327.16 B-C 596-2792 FG 498 -1775 Lumber C-D 580-2502 G-H 588 -2361 Top chord 2x4 HF#2 D-E 588-2361 H-I 580 -2502 Bot chord 2x4 HF#2 E-F 498-1775 I-J 596 -2792 Webs 2x4 HF Std/Stud:W3,W4,W5 2x4 HF#2: Maximum Sot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2417 -419 M-L 1973 -301 member. N-M 1973 -293 L-J 2417 -419 Loading Bottom chord checkednon-concurrentfor 10.00 psi Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. C-N 150 -380 M-G 217 -698 Wind N-E 439 -86 G-L 439 -86 E-M 217 -098 L-I 150 -380 Wind loads based on MWFRS with additional C&C F-M 1096 -261 member design. c1 PRoP % P G)NF . �O 19575 + " 1. 15/2118 OREGON v 9, Nor "OL20,12#_ W Renews 6130/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tums 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! sht installs and bracing Refer to and follow the latest edition of BCSI(Builds CORNELIUS OR 97113 enf Safety information,WWI nd SBCA)f0)sq rapertoitp�es to pertgrTni�p these functions Installers shall p e tem (503)357-2118 Ext braa rigid d iiin gn�ieLrnoted ioth shown for op athlaat l erestrfint� Il hs ha�Ir na hsheathrt IIleed'WOO B7"or 810- as a ica6le. Appry elates to eachof truss and position as shownmove and on the JoinCDetails, Unless ess noiss. fiefer to, drawl Cot r staaandard plate positions. spun gayA LPI N E trussAlin conformansion ce with AANNSII,I P1 1�,}oar for haandllirnop%,Inc.ipp shell no�ila andidn�� bbracinggnbof trussesA seal on thus c rawiin failure cvebuildpagehe annddrOsee'sof thisngr' ng for a structure Is the:pennate hitt I 6uiWifigo Destgler pee�ANS SSc s2hor�. The suitability 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.sbdndustry.com;ICC:www.ixsafe.org Sacramento,CA 95828 " Job Number. 0416054 Ply: 1 SEAN:30378/ T3 COMN Cust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Qty: 8 FROM:BB DrwNo: 074.18.1304.58693 Truss Label: Cl AA / GWH 03/15/2018 T3"8 _ 14'6'12 1T6' 21'10' 281'12 35 7'3'8 7'3'4 ' 2'11'41- 4'4' I 8'3'12 I 8'10'4 Iu5X7 — 1111.5X4 F — T2 i E 1111.5X4 G ....iiiiiii 12 O 3X5 $ 6I/ H jo p 3X5 (a) @ 3X5 m1 W5 So 11. T N N B —6X6 J � A2) e5X7 d 4 m6)(8 III 1.5X4 =5X5(A2) 1 35 i �1'I T3'8 I 7'3"4 _I T3'4 I 6'3'12 I 810'4 11' T3"8 14'6'12 2110' 281.12 35 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In be Udell L/# Loc R /U /RW /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.240 E 999 360 B 1595 /62 /734 /- /153 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.499 E 833 240 J 1593 /63 /732 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.115 L - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.239 L - - B Min Brg Width Req= 2.6 NCBCLL:10.00 Mean Height:22.47 ft TCDL:6.0 psf Mac/ sc Criteria Creep Factor:1.5 J Min Brg Width Req= 2.6 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.977 Bearings B&J area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.610 Rep Factors Used:Yes Max Web CSI:0.909 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:Any FT/RT:2(0)l4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 B-C 579-2798 F-G 608 -2180 Lumber C-D 598-3082 G-H 525 -2086 D-E 622-2977 H-I 510 -2211 Top chord 2x4 HF#2:T2 2x4 DF-L#2: E-F 711 -3024 I-J 579 -2790 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W5 2x4 HF#2: :W4 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-0 2412 -394 M-L 2403 -399 O-N 2547 -416 L-J 2404 -399 member. N-M 1891 -184 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply Ms) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Camp. 301.5. C-O 153 -687 M-G 176 -444 Wind E-N 202 -496 M-I 177 -592 Wind loads based on MWFRS with additional C&C N-F 2058 -394 member design. 4# PRO,cN`SA, O�5 �G%Ne 'OZ 19676 v 41111 ; 1. 15/2118 0 OREGON J 9OL DWA'r -120,1946_ Renews 613012019 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trues Components of Oregon,Inc. 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care In fabricating handlinn shier,installs and brach Refer to and follow the latest edition of BCSI(Building CORNELUUS OR 97113 nuke Infomlatlgn'by TPI ana'SBCA)f8�seractices p p to performing these functions. Installers shall provide tech ry (Sm>357'2118 Ext bra �r�BCSI.Unless noted omerwise,top chord shalproper) tanached struaUtaI sheathing and bottom chord shall have a fly a�rBle kx sling oca ns shown for aermanent lateral restraint of webs shall have n installed par BCSI sections$3 B7 or_ 10, C as app Ica Apply�Llates to each faceof truss and position as shown above and on the JoinfDetaiis, Unless noted otherwise. Defer to ALP NI G �draawifigs 160A-Z for standard plate positions. y '1 vsiclisnnaTarZithBActihrgri,PrfOr ntroGnrcou e to build the AN OW andlisting g this of drawing, this g,indicates g acceny ptance fs u responsibility n Inof the Building responsibility gr solely or 1 ar hown ruTThe su" stability 8351 Rovana Circle cowwn For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinat.org;SBCA:www.abcindustry.com;ICC:www.iasate.org Sacramento,CA 95828 • Job Number. 0416054 Ply: 1 SEAN:30379/ T5 GABL Gust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1306.12737 Truss Label: CGE AA / GWH 03/15/2018 17 I' '6' _I -I 17'8' 17'8' I—2'10'—I—_ 4. =5X5 MP) 0 1. 12 03X5 $3X5 6 p lU W 1 �a)1 E. M12 B AB ml A 5 2 I i 3 66 r = d 6 d i d 6 6 AC Al) ///////// / / /AO _3X5(A1) I 35' I F1 I35' I 1.-1 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(ibs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In be Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 P 999 360 B' 121 /4 /38 /- /4 /420 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.006 P 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:0 Snow Duration:1.15 HORZ(LL):-0.002 L - - B Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.004 L - - Bearing B is a rigid surface. Mean Height:22.47 it NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.129 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.318 Loc.nom endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 Lumber Top chord may be notched 1.5"deep x 3.5"wide Top chord 2x4 HF#2 periodically along top edge,only in the area above Bot chord 2x4 HF#2 the let-in studs.DO NOT OVERCUT.No knots or Webs 2x3 HF#2:M12 2x4 HF#2: other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or Bracing heel(first)panels. (a)Continuous lateral restraint equally spaced on member. 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 must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. �4op PROFESS Wind 05 N4G1NFF HOZ Wind loads based on MWFRS with additional C&C 19575 y member design. f. Additional Notes /- /' Provide lateral wind bracing per ITWBCG wind I. 15/2118 bracing details or per engineer of record.2X3 studs OREGON require reinforcement at 70%of the length tabulated 0 ...,/ for 2X4 studs of the same grade. 9 Ven.20,10° 'r See DWGS A12030ENC101014,GBLLETIN1014,& ROL D W, .4...'r 4 GABRST101014 for gable wind bracing requirements. 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 488 Trusses require extreme care in fabricating,handling sh! n Installi and bracing. Refer to and follow the latest edition of BCSI(Buildi CORNELIUS OR 97113 Com.ponen/Safety information,by TPI M SBCA)tai ces -Fbr to pertaining these functions,gaggle II reside tem (503)357-2118 Ext bratiry�per BCSI.Unless noted otherwise top chord she groped attached strudlfal sheathing anbottom shall have a attacph Id ceilirhp. t ales to s .., fol nnanetlt latero�restraint wsbs shall hav@ brpcnglnsTalled per BCSI sectienb ns B3,87 or 100 as a baDle. pry phates to each face a truss and Rf ass above and on me Joint-Detalis, uNess noted otherwise. (2efer to drawl drawings 160A-Z for standard plateplapositions. pp�ng responp nye page ALPINE. listing inAlpinconformance ort hBAAN�SII;t P1 1,ors haandli p I shippilOnnnc. g s�llla onn.2nd bracingof deviation leosA ely sheathis this yawl teOf Tcoverhe paifab lily ilure to build the wmvcaw COMPANY and use of this Miming for any structure Is tesponsibil�of me Building Designer pe ANS or I 1 . . 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.elpineilw.com;TPI:www.tpinst.ag;38CA:www.sbclndustry.com;ICC:www.ic safe.org Sacramento,CA 95828 r Job Number: 0416054 Ply: 1 SEQN:30380/ T15 GABL Cust:R7175 JRef:1W9971750005 Riverside 2626 0 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1306.32743 Truss Label: BGE M / GWH 03/15/2018 9'8" 19' I9'6" 9,6" I—210"—±1'4'-I (TYP) m4X5 `s — 12 8 So B N _ A 4 -3 o 3 L 4 a U L L O -2x4(A1)////I L----------"// 2x4(A1) 1" t9' 1 I-1' I- 19' 11'-I Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) De i/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 Inc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.030 G 999 360 B. 230 /7 /84 1_ /17 /62.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.079 G 999 240 N" 230 /7 /84 /- /- /62.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 L - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):0.027 G B Min Brg Width Mean Height:20.47 ft - - Req - NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= - Soffit: 2.00 BCDL:4.2 psi Bldg Code: IRC 2012 Max TC CSI: 0.221 Bearings B&R are a rigid surface. Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.485 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:0.079 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 B-H 160 -607 H-N 160 -607 Lumber Top chord may be notched 1.5"deep x 3.5"wide Top chord 2x4 HF#2 periodically along top edge,only in the area above Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 the let-in studs.DO NOT OVERCUT.No knots or Chords Tens.Comp. Webs 2x3 HF#2 other lumber defects allowed within 12"of notches. B-N 964 0 Do not notch at plates,or in overhang or Plating Notes heel(first)panels. 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 must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind memberWind biased on MWFRS with additional C&C ��0 PROFESS Additional Notes n. 0' �G(N FFA HOZ Provide lateral wind bracing per ITWBCG wind 19575 y bracing details or per engineer of record.2X3 studs %, require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. /- See DWGS A12030ENC101014,GBLLETIN1014,& I I. 15/2118 GABRST101014 for gable wind bracing - OREGON requirements. "9�`en.20.190° �y 0LD W. Renews 6/90/2019 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS pINCLUDING THE INSTALLERS sha��proP.O.Box 488 7113 brasses require f®extreme scare inbY tinge reperotiperlype to pe gotniaturatl shheea irng and tmttom chord snail ve Ma. Refer to and follow the latest edition of BCSI mma, (503)357-2118 S Ext at a�riof idB�ceili L shown forpermanent lat trSint 8f webs shall have bra�np�nfa?Fd per BCSI s B3 B7 or 10 as a Iicapp4. Ap0y plates to each face of truss and position as ahanm above and on me JoinTDatails, noises noted o nths se. defer t°' ALPINE drawings 160A-Z for ndard platep � positions. poo tnlssn conforrt division wwiithBANSI/TPP1 1 porrffor handl p Inc.sshippingno�rllaatiolnn�and bbrraccinsag"of�ttrusaseshA,{seal on this�d�$ nr�yyth r covber ppialogee the Annwcax wr antson this d ng icatesfor acceptance structure Ow rprolessesponsibility of cine Building Desbigrfer per ANSI 1 SSc.ZhovJn. The suitability 8351 Ravana Circle and use of this drawing for an stvruuccctuuro s res For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.Iccsafe.org Sacramento,CA 95828 " Job Number.0416054 Ply: 1 SEQN:30381 / T14 COMN Gust:R7175 JRef:1W9971750005 RNerside 2626 B 3 Car Master Qty: 4 FROM:BB DrwNo: 074.18.1306.35300 Truss Label: B AA / GWH 03/15/2018 50'4 I 96" I- 13'1112 i 19' I 70'4 4'512 4'5'12 70'4 =4X5 D 12 12 B 1.5X4 1.54 in E Pr") B F n A m3X5(A1) -3X7 =3X5(A1) — k 17 -A E-1' II °g II Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind SW: 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.21.2 Ce:1.1 VERT(LL): 0.047 G 999 360 B 901 /39 /413 /- /81 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.099 G 999 240 F 817 /30 /369 /- /- /- BCDL: 7.00 Risk Category:H Snow Duration:1.15 HORZ(LL): 0.021 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.044 G - - B Min Brg Width Req= 1.5 MNCBCLL:10.00 CD Height 20.47 ft TCode/Misc Criteria Creep Factor 1.5 F Min Brg Width Req= - Soft: 2.00 TCDL:6.0 psi Bldg Code: IRC 2012 Max TC CSI: 0.396 rigid 4.2 psf Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.748 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:0.265 Maximum Top Chord Forces Per Ply(Ibs) 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.16.01.000.0327.16 B-C 337-1362 D-E 297 -1006 Lumber C-D 285-1005 E-F 359 -1372 Top chord 2x4 HF#2 Sot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading B-G 1160 -249 G-F 1173 -246 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind C-G 160 -452 G-E 164 -466 D-G 516 -121 Wind loads based on MWFRS with additional C&C member design. S4 0 PROFESS 0 �5 .4GINF4# iOy 19675 '>7 i r I. 15/2118 OREGON J 9R 11°0-20,1s� � Oto W. Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING, Truss Components of Oregon,Inc. "IMPORTANT" FURNISH nTHIS DRAWING pTO ALL CONTRACTORS pINCLUDING THE INSTALLERS P.O.Box 468 Trusses• en uire y Ind atrin fabricating, a TPPII tind'SB A)tb,safe t race n 'a tobperting. Refer diems and follow the stallestt edition of SCSI(Buikii CO3)357 US OR 97113 ( I Y C �p functions. tern (503)357-2116 Ext bract • •�r�� t Unless notend mwrwise,t chord shall people a structu�rabI shhlenatttii and bottom s ggret a a app ica6led Apply plates to each showns of truss a dt penton asl shown above and onvmer�inTDe i gess i ise.B7(teeffer io' drawings 160A-Z for ssiiaandard plate positions. A LPI N E trussn n conformance ncewith ArolicaN�SII,I P1 r1,or for haandlii ncp lrlipshall not be and brracinggnbofdtrruusse hA�seal on thisdrawlawl or cov�errpiakigtehe �,r TW COMPANY andnUseeg iso. �iawiing for arry stru reis dies rreessponsb i, h3 thenguild�hg Des�g roperAN8 l 1 c p2 • The sLifabllity get Rovana Circle For more information see gds Job's general notes page and these web sites:ALPINE:www.algneitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.con;ICC:www.iaaefe.org Sacramento,CA 95828 • Job Number. 0416054 Py: 1 SEQN:31020/ T28 GABL Cust:R7175 JRef:1W9971750005 Riverside 2626 8 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1306.38287 Truss Label: GGE M / GWH 03/15/2018 10'5"II 20'10' 10'5' 10'5' I~25---1`1'4'-I (TYP) m4X5 ee — 8 12 B ' ` P 1111X4(") =2X4(Ai) — 1 2010' 1 1-1'6" I 20'10" 2010' I 1'8"—{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or•sPLF 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:21.2 Ce:1.1 VERT(LL): 0.001 J 999 360 B' 126 /5 /52 /- /13 /106 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.003 J 999 240 Z' 132 /- /51 /- /- /144 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 AE - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.002 AE - - B Min Brg Width Req= - NCBCLL:10.00 TCDL:6.0 psf Code/Mlsc Criteria Creep Factor:1.5 Z Min Brg Width Req= - Soffit: 2.00BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.283 Bearings B&Z are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.038 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:0.119 Loc.from endwall:My FT/RT:2(0y4(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 Provide lateral wind bracing per ITWBCG wind Bot chord 2x4 HF#2 bracing details or per engineer of record.2X3 studs Webs 2x3 HF#2 require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Plating Notes See DWGS A12015ENC101014,GBLLETIN1014,& All plates are 1.5X4 except as noted. GABRST101014 for gable wind bracing (")1 plate(s)require special positioning.Refer to requirements. scaled plate plot details for special positioning requirements. 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' periodically 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. Bottom chord checked fordo. non-concurrent on conscurr nt 4# PROpS, bottom chord live load applied IRC-12 301.5. ��5 NAGI N EFS"13... Wind 19575 9 Wind loads based on MWFRS with additional C&C /101r member design. 1 ' I. 15/2118 0 OREGON J 9-FOLoW W.. Renews 8/3012019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT** FURNISH fabricating, DRAWING TO ALL CONTRACTORS�� INCLUDING THE INSTALLERS gha a P.O.Box 468 Trusses require extreme care In en LetyIInr oLla note,bdyhenl anno'Sop cCAA)d r saal 1 ticeslgpa r lob' forstrid gal eshse functions.ng apd tpinsom dot d Isll�aov deeerh,e Refer to and follow the latest edition of BCSI nYgy (�35i 2116 Ext R 113 /1116 asdrawpi..5�60i1 Zfbr star rd eath Moe plate onsoocations shown r trussssarnnd lateral assrsintown above arnal d on the Joint-Details Unless ess not otherwwflons is3e.877efer rton Alpine,a division of 1TW BuildinogComponents Groudp Inc.shall not be responsible for any deviation from this draws a (failure to build the A LPI N E truss in conformance with ANSI/TPI 1,ornfor handllinq,shipping Installation and brraociinggboflttrrusseslA seal onthisd or cover page ANR9 °hp"'" and use ng this f thisdrawing, for anysu tmrre ice s the respons bllil,lof then Building Desigrferoploer'i4NSI TPI 1 .2 sumability 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;38CA:www.sbdodustry.com;ICC:www.iaxafe.org Sacramento,CA 95828 • Job Number: 0416054 Ply: 1 SEQN:31017/ T27 COMN Cust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 5 FROM:BB Div/No: 074.18.1306.39927 Truss Label: G AA / GWH 03/15/2018 5'512 105" 15'41 2010" I 5'5"12 I 4'1 T4 I 41 T4 I 5'5'12 =4X5 D ai 6 •a t. (4 1.5X4 ro .\\ B F i� a lu A J I H G = (A1) =3` =3` =3` a3X5(A1) — 1 20'10' 1 TIT 1B' I T1 8 I 13'88 2010" I-1's---{ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.059 J 999 360 B 1015 /- /473 I- /98 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.122 J 999 240 F 1015 /- /473 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.023 H - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.048 H - - B Min Brg Width Req= 1.7 NCBCLL:10.00 Mean Height:15.00 ft Code/Mise Criteria TCDL:6.0 psf Creep Factor:1.5 F Min Brg Width Req= 1.7 Soffit: 2.00BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.420 Bearings B&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.432 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:0.249 Maximum Top Chord Forces Per Ply(ibs) 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.16.01.000.0327.16 B-C 331 -1502 D-E 350 -1311 Lumber C-D 349-1312 E-F 331 -1502 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading B-J 1273 -205 I-H 867 -81 J-I 867 -81 H-F 1273 -216 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-J 142 -382 D-H 488 -112 Wind loads based on MWFRS with additional C&C J-D 488 -112 H-E 142 -382 member design. 4c41%e PROFS O�5 14G%NE' .. ,OIP y 19575 7 , — I. 15/2118 OREGON 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.Box 468 Trusses uire extreme care in fabricating handling she i installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Safety Information,by.TPI end SBCA)Thr sa etynapractices prior to performing these functions. Installers shall provide ternporar� (503)357-2118 Ext r�r BBCSI.fpnUUnnless noted oTherwise,tpoep chord shall�haa�ve properly attached structuefal shena7thinsg and bottom orrd�shall have a proQer le as applicable.d SIA"fbry tomes tofaceface shown of truss annddt Ipositon sass shotw above and on Me ncDetails dl 1fr Ie Crested otherwlse.B7l�ef terse drawings�� 160A-Z ndard plate positions. gayALPINE'. tNscein conformance d nvision 11W wi AANNSII/ P!r1;or for haa�ndlili p Inc. shippshall12,iinstt taalllaattiireronr�and brracinmpomsggnof trussesAtdevilfrom this thiis�d�rawinZ rumobuild the µMN MOWN Ila n$this f Is ararvlllg fo a ystru 1 Aie pimn ib Iit�lof the Building s1 g Desigr( peri4N3VTPl 1 SSc. hoMfn. The suf�blilty 8351 Rovana Circle a se o th ran s duan s res s I u er Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com:TPI:www.tpinst.org;SBCA:twtw.sbcindustry.com;ICC:www.kxssfe.org Job Number: 0416054 Ply: 1 SEQN:30382/ T21 GABL Cust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Oty: 1 FROM:BB DrwNo: 074,18.1306.56683 Truss Label: DGE M / GWH 03/15/2018 F 5'6" I 11 5'8' 5'8' I-1'4"-.I ()VP) I--2'10"-.,I ---4X5 12 j (1 ul s in s s for in A B 0 Q U I H I //I l'I J _2X4(A1)/ O P m22X4(A1) - I--75"12 j 6'0'8 j 75"12 I'-r-I- 11 11' I 1' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or i.PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In be Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 F 999 360 B. 99 /- /45 /- /24 /27.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.026 F 999 240 0 559 /7 /169 /- /- /5.5 BCDL: 7.00 Risk Category:H Snow Duration:1.15 HORZ(LL): 0.004 D - - J 559 /7 /163 /- /- /5.5 Des Ld: 42.00P'B HORZ(TL):0.009 0 - - P' 99 /- /47 /- /- /27.0 Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 0 /199 Soffit: 2.00Maxldg Code: IRC 2012 MTC CSI: 0.139 P /199 BCDL:4.2 psf Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.288 8 Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.038 0 Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:2(0y4(0) J Min Brg Width Req= 1.5 GCpI:0.18 Plate Type(s): P Min Brg Width Req= - Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Bearings B,0,J,&P are a rigid surface. Lumber Top chord may be notched 1.5"deep x 3.5'wide Top chord 2x4 HF#2 periodically along top edge,only in the area above Members not listed have forces less than 375# Bot chord 2x4 HF#2 the let-in studs.DO NOT OVERCUT.No knots or Maximum Top Chord Forces Per Ply(lbs) Webs 2x3 HF#2 other lumber defects allowed within 12"of notches. Chords Tens.Comp. Chords Tens. Comp. Do not notch at plates,or in overhang or Plating Notes heel(first)panels. B-E 134 -402 E-H 135 -402 All plates are 1.5X4 except as noted. Maximum Sot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss designed to support 1-0-0 top chord outlookers O-N 928 0 B-N 619 0 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind n� on MWFRS with additional C&Cmemdesign. •# PROP, Additional Notes ��5 �G(N FF �0, Provide lateral wind bracing per ITWBCG wind 19575 bracing details or per engineer of record.2X3 studs %, require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. /- See DWGS A12015ENC101014,GBLLETIN1014,& 1. 15/2118 GABRST101014 for gable wind bracing OREGON requirements. Renews 5130/2019 '"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 rreeqquire extreme care in fabricating,handling shi I installing and bracing..Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 bbraenf Sa nforation,by TPI anSBCA fa' �pep�r ra pro to performng these functions. Installers shall provMe tern rary ( )357-2118 Ext ertro BCf id rhp��7nyleeLsssensoted kmherwise,tpoep chord sh a I hhJe rop�erly-attac hed structuhalrsshheraa Ittiinsggaand bottoar m chord si on s gnave a progeny ass aai llca . °IR&tandard plat itis of Truss andt�uition assns. ssPub of abovesand on tthe JoinCDetails'vniessCnotedd otherwise.B7I efeBlto Alpine,a division of ITW Buildin Components Group Inc.shall not bbe responsible for any deviation from this drawl any failure to build the ALPINE �rsutsss in this conformancedng with AindicaNeSII 1,os ar^r haae fndI ng shipping,@inst�llla�„nngand bracingooflttn s e1Av fsoeralo dthislson ho g or Tcoverhe phfability µ COMPANY MN and use of this aha ng for any structure is um rproesponsibility of the Building Dessl Igner per'ANSI/TPI 1 SSc. . 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.sbcindustry.com;ICC:www.iasefe.org Sacramento,CA 95828 4 Job Number: 0416054 Ply: 1 SEQN:30383/ T19 COMN Cust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Qty: 3 FROM:8B DrwNo: 074.18.1307.47410 Truss Label: D AA / GWH 03/15/2018 I" 5'6" _I 11' '"I5'6" 5'6" =4X5 B 12 6 l.„---- r r I, A C y m 0eim 2X4(A1) III 1.5X4 =2X4(A1) r 11' 5'6" 5'6" 5'6" �- "� 11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In be Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 D 999 360 A 515 /- /216 /- /40 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.028 D 999 240 C 515 /- /216 /- /- /5.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.008 D - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):0.018 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor.1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:6.0 psi BldgCode: IRC 2012 Max CSI: 0 ax .470 BCDL:4.2 psfBearings A&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.337 Rep Factors Used:Yes Max Web CSI:0.098 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: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 A-B 259 -662 B-C 259 -662 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(ibs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-D 528 -145 D-C 528 -145 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. dee PROFS .y G(NE �O 019575 I. n /- i AOr 1. 15/2118 0 OREGON 9-O20,04! �'.LD 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 488 Trusses rereqquire extreme care in fabricatinahandlinkl shipping installi and bradr1�. Refer to and follow the latest edition of SCSI((Building CORNELIUS OR 97113 Com eni felly nfomlati n,by TPI an0'SB A)fb) (ty ,pl aCt ccs to orhti else functions. Installs shall ode tertl (503)357-2118 Ext r 1.�nless noted otherwise,top chord shall have progeria strut al sheathing and bottom i Lord sl�al have a �y a rWid oeili Lo�Wns for permanent lateral restraint webs shall have nk�ins fled per BCS!sections B3,B7 or 10, as ap lcabie. Appy plates to each face of truss and position as a above and on the JoinrDetails, unless noted otherwise. Defer to ALPINE' drawl 160A-Z for standard plate positions. Alpine,a division of ITW Bullding_Components Group Inc.shall npt be responsible for any deviation from thls drawing,any re to build the ANIIVI COMPANY truss in conformance with ANSITTPI 1,or for on this anal of this drawing, ng` structure oproTessional iiit�ot rine rrJ gr i9 r,installatidn and bracing_of.solely ssesA i Pr h n°`uThe cover page 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbdndusby.com;ICC:www.lxaafe.org Sacramento,CA 95828 • Job Number: 0416054 Ply: 1 SEQN:30384 / T13 CAJA Cust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1307.54867 Truss Label: EJG M / GWH 03/15/2018 I- 1'10"3 '1 1'10"3 12 6 C I ii T V' B 1 43 A wa ,)1 D l 2X4(A1) 8' i I1' I 8 -- H 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeNCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 D 999 360 B 186 /20 /- /- I. /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT (TL): 7.00 Risk Category:II (TL): 0.020 D 999 240 C 148 /- / /- /- /-1.5 EXP:B Snow Duration:1.15 HORZ(LL):0.004 D 2 D 114 /- /2 /- /- /- Des Ld: 42.00 Mean Height:18.56 ft HORZ(TL):0.010 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:6.0 psf g Code: IRC 2012 Max TC CSI: 0.283Brg Reg= - BCDL:4.2 psf b9 C Min Width D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.572 Bearing B is a rigid surface. Spacing:24.0" CSC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:My FT/RT:2(0y4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.1.15) TC:From 72 plf at -1.00 to 72 Of at 1.85 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 pif at 8.00 BC: 26 lb Conc.Load at 2.00 BC: 42 lb Conc.Load at 4.00 BC: 114 Ib Conc.Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. ��cIQ PROFESS G�� aGINFF.Q '0Z 19575 y !- i Sir I. 15/2118 OREGON 9R0L D W %iv' Renews 6130/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Truss Components of Oregon,Inc "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses requiregaextreme care in fabricating,vahandling,shi installing and braciing,nRaefe�r to and follow the latest editionitofvBCSI(Building (503)357-2118 US �7113 brass er BCSI.Unless nn tetedbooherwlsee top chord) sing:We, tice� o per truoturai sheath" dna b sttom awrd snarl)have a(ro r atta id sails Lora ns for rma t lateral restrt3int webs shall haven Iled r BCSI moons B3 B7 or Bl assaa fie. AZp y plates to each ace 0 truss aan position as shown above and on the nIDetai18, unless ess noted otherwise. Defer to ALPINE.' ro ssstttaaandard plate positions. trussAlpiin conformion ance oAINSI/IPP1 1 or for hand II i shi shall net and brad any trussss�sAA s�eall this thlss ddasjgo n or covebuild uildthe µm and•seethis of this n°r indicatesawig any acceptance urre is Me responssiblu the Bu W ing g Ereesigner pePANSVTPI 1 Sbc.2. The suitability 8351 Rovana Cirde For more information see this Job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbdndustry.00m;ICC:www.ixeafe.org Sacramento,CA 95828 • Job Number. 0416054 Ply: 1 SEAN:30385/ T7 CAJA Gust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1307.56660 Truss Label: EJ1 AA / GWH 03/15/2018 3'10"3 3'10"3 C T 12� •' T .00.63'10"H V. 1 B (V A i h y'6 D 1. 2X4(A1) 1 8' i I--1' I 8 -1 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefI/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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 D 999 360 B 286 /- /160 /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.036 D 999 240 C 131 /13 /63 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 EXP: Des Ld: 42.00 B HORZ(TL):0.020D - - Wind reactions /reactions based on MWFRS Mea Mean Height:19.06 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor 1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.286 C Min Brg Width Req= - D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.404 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:My FT/RT:2(0y4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 'c,sitEO PROFS �y OG(iii �F %OA, 19575 � %r I. 15/2118 OREGON 9R0L111n.20, W. Renews 6130/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Taus Components ofOregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shi Installing,and bracing..Refer to and follow the latest edition of BCSI(BuildingCORNEUUS OR 97113 rr( rtlirtti g f tytin ess n n,bilTPI and SBCA) r se cope to rf these functions. Installers shallro teMgra (503)367-2118 Ext aclrkc prrribal�d Ski.nnngggn•eLss nt,ons�hoerwwnise,tnop rd shalllre� proper a ve rsshhieat Mins and blW porom chord C�sn snail ghaave a proQef�_y s appliicaBle ola to each fafor rtn�andtposinonas mstrstnfown above and on the Joint-Details unease noted otherwise.B7Re B1# drawings 160A-Z f r ndard plate positions. to A LPI N E mist�ss in con oormance with AAINct�SII P1 1 or fon haa{ndDII pqInc.ilpsophiall,not lltispn nsible akinor anyo Idte�v sA t_this tdrawinng,anygfaiilu oto build the M,,,,A,COMPANY andnesee of tmh snsiawing for any aatructuerre is tliero�ressponssi of the 6u1Wing�sbigrteropfeP 1ITPI 1 se".2. rtror�ilfi The sulFabiilty 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.ory;SBCA:www.sbdndustry.com;ICC:www.kcsafe.org Sacramento,CA 95828 Job Number. 0416054 Ply 1 SEQN:30388 / T4 CAJA Cost:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Oty: 1 FROM:BB DrwNo: 074.18.1307.58213 Truss Label: EJ2 AA / GWH 03/15/2018 5'10'3 IH 5'10"3 C 612 r' M M En to B D i 2X4(A1) I- 8' i 1' I 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ile) 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:21.2 Ce:1.1 VERT(LL): 0.023 D 999 360 B 362 /- /192 /- /69 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.054 D 999 240 C 188 /27 /77 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 D - - D 120 /- /66 /- /- /- Des Ld: 42.00 EXP:B HORZ(TL):0.032 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 19.56 ft TCDL:6.0 psf Creep Factor:1.5 B Min Brg i Misc Criteria Width Req= 1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.570 C Min Brg Width Req= - BCDL:4.2 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.451 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0y4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. &QED PROFS C9`y , GiNe. o 19575 - 9 r (a i I. 15/2118 0 OREGON 9'L Do,flab k; Renews 8/3012019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING? Tens 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 shi installs and bracing Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 ant Safety Information,.by TPI ana'SBCA)Mr sat nairecticesnprio to pertwTning these functions Installers shell provide tern (503)357-2118 Ext brae r Gcsl.ta lid rlJnnlepLlsas noteo�Tc�hhoer{�vrwiisen top chord gshattere�,V,e prop��e�rlV a trttached struchlhal shenathhsnnst��aand bottom chord s15all have a ropefly dC aappl 60A Z fbr stat pate arlotp-_.__.. astrshownif abovesand on Ute Joied ncDetalis unlersBs noted otherwise. B9v 67 w 1r Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,an failure to buildtheANRVIALPINE tCMANY russ in co fthis dorrrmaance with lcAsNeSII/I Pb 11,os a�haafndli shipping 0installa�Yon�a dbponng oofIttrruss sAfsoerallhoendtehls drawl_ ng or The suiMbllity c and Use of this drawing for any structure is t�ponsibitnyof the Building Deal igrfer peY'ANSI/TPI 1 38c.Zho1Kn8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:mvw.elpineltw.com;TPI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.Mxsafe.org Sacramento,CA 95828 ' , Job Number. 0416054 Py: 1 SEQN:30387/ T12 EJAC Cust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 4 FROM:BB DrwNo: 074.18.1308.00360 Truss Label: A M I GWH 03/15/2018 1114 C D 6 12 a, B k A i .31:1 FE - 2X4(A1) 11l1.5X4[9] - A 8' 1 I--1' I 8' -I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(1b.) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA B 431 /- /217 /- /93 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 336 /33 /173 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.026 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.054 F - - B Min Big Width Req= 1.5 Mean Height:20.10 ft NCBCLL:10.00 TCDL:6.0 psf Code/Mlsc Criteria Creep Factor:1.5 E Min Big Width Req= - Soffit: 2.00 BCDL:4.2 psi Bldg Code: IRC 2012 Max TC CSI: 0.877 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.499 Spacing: RepFactors Used:Yes Max Web CSI:0.284 Members not listed have forces less than 375# 24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bat chord 2x4 HF#2 Webs 2x4 HF#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [9] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 'c ikE0 PROFFss 0 �5 NxGIN4. ,Gy 19575 R 7 /, /- i I. 15/2118 OREGON •.,1 �OLDW N' 9 Renews 6/3012019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tmas Components of Oregon,Inc, "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shi n ,installi and bracing Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 nen,Safety Information,by.TPI anaSBCA)far s4 ractices'pf to perfortruna these functions. In tali s II provide tech (503)357-2118 Ext bra BCSI.,Unarm noted otherwise tpoeprtchord shat ye properryn attached struialrsshhenatth�iing anbottom "II g�3ve a�y attach rid cell_ing. t igtbnse f o,trussaare�nt Ipaosl I I a trainh t ai aDoovve shall on e JoinC[�tails uniess0iwted othervvise.B71� to as ap lice e. plates to the A/11111 LPI NE asawilpgs 160A-Z r standard pirate pceitiorts. truss in confforramaalnnn c with ABuN�SIiTPP1 1,orafor happfnnQ. i lj,p Inc. Pin ninstalllattscrlmn�aan[d bbrracin noiggrttrrusseshA�from oandtthii��d�4 12 or coverre page listing d the AN MN COWART anndnuse of this drawing for an�re is tare ponsibliiti of me 6Wwlhgn igrfer pet'ANSI/TPI 1 SSc.2 s��lity 8351 Rovana Circle For more Information see this job's general notes page and these web sites:ALPINE:www.alpineitw.00m;TPI:www.tpinstorg;SBCA:www.ab cindustry.00m;ICC:www.iomafe.org Sacramento.CA 95828 ' Job Number. 0416054 Ply: 1 SEQN:30398/ T16 EJAC Cust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:B8 DrwNo: 074.18.1308.06087 Truss Label: AG AA / GWH 03/15/2018 4 I I 8' I 4' 4' 1111.5X4 C i 12 6 1/ st4B[8] .0.41. a A E D 4X5(A1) 1114X8[5] m4X5(10] r 8 A 4' 4' II 4' I e Loading Criteria(psi) 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 Udell U# Loc R I U /Rw i Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.038 E 999 360 A 2169 /105 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.076 E 999 240 D 1733 /88 /- /- /- /- BCDL: 7.00 Risk Category II Snow Duration:1.15 HORZ(LL):-0.012 C - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):-0.024 C - - A Min Brg Width Req= 2.3 NCBCLL:10.00 Mean Height:20.35 ft Code I Mlsc Criteria Creep Factor:1.5 D Min Brg Width Req= - TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.696 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:0.951 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.00C.0327.16 A-B 129-2510 Lumber Top chord 2x4 HF#2 Maximum Sot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-E 2218 -109 E-D 2143 -107 Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 72 plf at 0.00 to 72 p11 at 8.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 8.00 E-B 1860 -51 B-D 119 -2396 BC: 817 lb Conc.Load at 0.56,2.56,4.56,6.58 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W4X8 S 4.25 [6] W4X8 S 1.25 [10] W4X5 2.00 R 2.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom1.5. chord live load applied per IRC-12 section PRA- �#E) o s1s Wind �5 G%NFo �p Wind loads and reactions based on MWFRS. G 19575 41 9 Right end vertical not exposed to wind pressure. %, /- i I. 15/2118 OREGON 9'OLD W r Renews 6/90/219 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricate handling she ing,installin and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 WeeSafetyInformation,by TPI anti SBCp for safe practices pnor to rforrnino these functions.gigglers shall provide to (503)3s7 211s Ext bra r BCSI.Unless noted otherwise op chord shall heave properly_attach d structural sheathe and chord shall have ai efts Aped ceiling. LeraBons shown foe rmanent lateral restr8 Int of webs shall haveb n ins Iled r BCSI B3,.7 107, 1 Co as ap k ek able. Apply plates to each face ot�truss and position as s�above and on ttheJolnf Detas, cess noted ottherrwise. (Refer to' ALPINE drawl s 160A-Z fors ndard plate positions. Atnisisn narxxdiaforma cel 1BANSI PCI 1,oar for handl b shall nlnst�alla son and b anpp oitrusese�sAfromal on Uri drr'vwn o'lu� build pialldggttehe µ,,,,,ms,, listing this 4%1 indicates ecce ce of Arno ess onap Agin N nslb I solely ae r a'an f The arability and Use ng for any structures responsibly oft a Building Des Designer pe I/TPI 1 SSc.2. • 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbclndussy.com;ICC:www.icxsafe.org Sacramento,CA 95828 Job Number: 0416054 Ply 1 SEQN:30389/ T22 GABL Gust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1309.01297 Truss Label: EGE AA / GWH 03/15/2018 ar 78' 4' 78" 1'4' "I E 12 6, 1i1NW1H F wAl) i 4'8" 1 1 I- 1'4" I- 4' "I 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.028 H 999 360 B 332 I_ /147 /- /45 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.060 H 870 240 F 208 /6 /91 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.015 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.032 C - - B Min Brg Width Req= 1.5 Mean Height 15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Sofft: 2.00BCDL:4.2 psi Bldg Code: IRC 2012 Max TC CSI: 0.247 Bearing Bis a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.297 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:0.188 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord may be notched 1.5"deep x 3.5"wide Top chord 2x4 HF#2 periodically along top edge,only in the area above Bot chord 2x4 HF#2 the let-In studs.DO NOT OVERCUT.No knots or Webs 2x3 HF#2:W1 2x4 HF Std/Stud: other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or Plating Notes heel(first)panels. 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 must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. QED PROpS Right end vertical not exposed to wind pressure. ,��, ss'/ Additional Notes CO ' t N F�+ OZ Provide lateral wind bracing per ITWBCG wind 19676 r bracing details or per engineer of record.2X3 studs /' require reinforcement at 70%of the length tabulated j .0111 for 2x4 studs of the same grade. 1. 15/2118 See DWGS A12015ENC101014,GBLLETIN1014,& OREGON GABRST101014 for gable wind bracing v requirements. "9p"en_2o,19# �'r OCD W. Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'Russ Components ofOregon,Inc. ret1*IMPPOORf TANT"t FURNISH re in rTHIS�DRAWING TTTO ALL CONTRACTORS �fINCLUDING THE INSTALLERS pr a �of pcsi(}hporary P.O.Box 488 8 Ext b Trusses a rtuBCSI:Un�cenoted oy.TPI an topB nQA)mr shall 11yPI procUpee n a ob etre•!cabal sse functions. toaom. Refer to and follow the latest snail have porarprope ( )sBuilding siu2st OR 971 13 attach rra�id ceiling. ns shown for permanent lateral restraint ll have bradna ins lied per BCS1 ins t}3,B7 or B10y as applicame. Appry plates to each face o trtruss and position as shown above and on the Joinf'Deta s, unless noted otherwise. (2efer to A LPI N E drawingsw160A-Z for standard plate positions. respon truss in concin nce wtBANSI/TPII i1 oar fo handlir�l shisP II nine allation i br cing"f trussesA l hoon tldIs d lain or covber�ppiaaloggee the "" " I this drawing,Indicates potaance roTessmum Irweringa porialb 1 solely for the des! n . The s'utb&bility and Use of this rawing fora structures responsibility of ttre Building g Desig er perANSI/TPI 1 S�e.�. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinet.oig;SBCA:www.sbdndustry.com;ICC:www.iccmfe.org Sacramento,CA 95828 Job Number:0416054 Ply: 1 SEQN:30390/ T23 MONO Cust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 3 FROM:BB DrwNo: 074.18.1309.02767 Truss Label: E AA / GWH 03/15/2018 1111.5X04 T — 12 6 �/ c') xv ro io B A of J D -2X4(A1) 1111.5X4[9] r 6' i 6' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA B 351 /- /177 /- /57 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT (TL):NA D 244 /8 /127 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 D - - Wind reactions based on MWFRS Des Ld: 42.00P'B HORZ(TL):0.023 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/MIsc Criteria Creep Factor.1.5 D Min Brg Width Req= - Sofflk 2.00 BCDL:4.2 psi Bldg Code: IRC 2012 Max TC CSI: 0.499 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.273 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:0.535 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [9] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PRop ss 0y 14G1Neo �pZ 19575 41 AIP I- 1. 15/2118 OREGON Of.D W NA Renews 6130/2019 "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 Trussesrequire extreme care in fabricating,handling sh! i installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 b�of Information,by TPI and SBCCA)for sa�pppeptyrroaractices p7ior to performing tie functions. Installers shall proves tech rare (503)357-2116 Ext rJ�r IB� I Ugnletss noted oTherwnise,top chord shallehreBVe pro0erly_attached structu�rabl�sah�eat�hinrrg��and bpoBtrtoBm chyor�d ts�l�5na�ll gha3ve a�npetly as applica9le.�IAppry olatess tto Basch fay o trtruss andt I nion as ss nt of above and on s,e JoinrDetalls u7lless noted othervvise B7k�ete 1r to drawings� 160A-Z rw sttaandard rprlaate positions. pon yALPINE- pin., Wass in confoa rmance nce wil ithTW BcAatNeSIITTPI 1 or for haa�ndDIlnooless�iippi II.linot t llleattiirongan(d bracing ggnof deviation A from lbon drawing, d ry failure build the """"COMPANY andthis f this a lending for as acceptance truckure is the respoonsb lint of am Building Designer por N fr showTn. The sui ability and listing of the d ItY 9 9 ANS�1 .2. 8351 Rovana Circle For more information see this Jobs general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SOCA:www.sbdndustry.nom;ICC:www.iaxafe.org Sacramento,CA 95828 • i Job Number: 0416054 Ply: 1 SEQN:30391 / T11 CAJA Cust:R7175 JRef:1W9971750005 Riverside 262613 3 Car Master Qty: 1 FROM:BB DrwNo: 074.181309.04483 Truss Label: SJ1 AA / GWH 03/15/2018 12 C i' 6 I/' , T ..,„ in B o) A__ -1-- A MIIMIIMIIII ► D 2X4(A1) H 1' + 111"4H 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl OF Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pr:21.2 Ce:1.1 VERT(LL):NA Enclosure:Closed B 63 /4 /101 /- /27 /5.5 BCLL: 0.00Lu: - Cs:not used VERT(TL):NA C 36 /6 /13 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - D 25 /- /16 /- /- /1.5 Des Ld: 42.00P'B HO NCBCLL:10.00 Mean Height:18.56 ft Code/Misc Criteriaactor 01050 D B i M B Width sed on MWFRS Soft: 2.00 BTCDL:6.0 psf Bldg Code: IRC 2012 Creepax C CSI: 0.096 r9 Req= -5 C Min B Width BCDL:4.2 psf D Min B Width Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.020 _ - Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0y4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,,QED PROFFss O,5 GIME' .. /OZ 19575 '77 r I, 15/2118 OREGON J 9-" ��OLDW ► Renews 613012019 **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,shi i installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 •heely�8fety Information,by TPI aha SB A) sq�pe�pyna�ractices prior to perfoffnin(]these functions. Installs shell.provide temporary (50 357-2118 Ext b- •. • BCSI. nless noted o herwise,top chord shall hBVer pro rly attar led Structufal sheathing and bottom snail have a prooell a.:. •rigid ceiling. Loce for permanent lateral nt fwebs shall have b ��ns7alled per BCSI moons B3,B7 or t310y as a (caD1e. Apply plates to each face()Tuss and position ass above and on the JoinrDetaiis, imwss noted otherwise. Refer to ALPINE- Alpine, � PL ,N E drawings 160A-Z ndard platepla� positions. ..4 trVtiissssn coa nfdorrmaalnnion c indicates 10,or for haandlling Inc.p ippiin neo�n�a>responsible bbraaccinggnbof�ttrru iA sdeviation�eallh�oendtthiisa�dn 'ainnYp air cover bad age�e "" "coy w" amid usng e this drawing for any structure Is thof e resspoo siblliwof thee Building D“Igrfer peerANSI/TPI 1 S1bc.s2horTn' The sui�blllty 8351 Rovana Circle For more information see this Job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 " Job Number: 0416054 Ply: 1 SEAN:30392 / T10 CAJA Cust:R7175 JRef:1W9971750005 Riverside 2626 6 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1309.05773 Truss Label: SJ2 AA / GWH 03/15/2018 C 12 g. 6 CM CV B iv =� D 2X4(A1) H 1' I 1'11"4I 1'10"15 1'11"4 Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 B 234 /1 /113 /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 D 999 240 D 42 /3 /24 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 106 /17 /38 /- /- /1.5 Des Ld: 42.00 EXP:B HORZ(TL):0.003 D - - Wind reactions based on MWFRS Mean Height:19.06 ft NCBCLL:10.00 TCDL:6.0 psf Code/lilac Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.180 D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.089 C Min Bis Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B s a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,41%tc--6%,„ PROFS p G(NF �O 19575 F� y r I. 15/2118 OREGON J 9ft- R OCDWNo Renews 6/902019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricatin ,handlinsl shi v r�installi p sand bracing. Refer to and follow the latest edition of BCSI Builth CORNELIUS OR 97113 �rf Bt sltydrniors notioel botnerrwni Sop cChAo)rdgshall nave pr erly a r ttt rfstrruu v8 I s hnathing Iboottom chordsha"ll have a irroorrae t�3i 3s7-z„e Ext as �r�fe ceill LLa6 to each fay ot�truss andt lateral restr�nt bf abovesandl on me Jant'Datallssuniess noted othervvi a•87fief�l' drawl s 16160A-Z'for standard plate posSons. ition g y A LPI N E trruss in contoornittaia division nce wil ithi3tAd ,i P1 r1or for haafndlli I shIopi 11 no nllatir illsrl por,a as7nboflttrusasesA se:for holethiLiiihr adnrawlanng orUcreo er ppild t AN1MVC0"'"'” andelthis of thisndrawiing for ancates y structuurre Is me responsibilityof thsti s Bu Wing Desiglfer�perANSUTPI 1 c.s1ho91rn. The suitability 8351 Ravana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinat.org;SBCA:www.sbdndustry.com;ICC:www.iccaafe.ory Sacramento,CA 95828 • '• Job Number. 0416054 Ply: 1 SEQN:30393 / T9 CAJA Gust:R7175 JRef:1W9971750005 Riverside 2626 B 3 Car Master Qty: 1 FROM:BB DrwNo: 074.18.1309.07143 Truss Label: SJ3 AA I GWH 03/15/2018 C 11 s 12 M M CM 4 A i IIMMIN►( �� D 2X4(A1) 1'11"4 3'10"15 1' I 1'11"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Its) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph PF.21.2 Ce:1.1 VERT(LL): 0.008 D 999 360 B 246 /- /116 /- /69 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.014 D 999 240 D 116 117 /50 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.005 D - - C 165 /27 /60 /- /- /1.5 EXP Des Ld: 42.00 'B HORZ(TL):0.010 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.56 ft Code/Misc Criteria CreepFactor:1.5 B Min BrgWidth R TCDL:6.0 psf eq= 1.5 Soffit: 2.00 BCDL:4.2 psi Bldg Code: IRC 2012 Max TC CSI: 0.437 D Min Brg Width Req= - Load Duration:1.15TPI Std:2007 Max BC CSI: 0.290 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:My FT/RT:2(0y4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0 PROp. 0p %.,‘G1NFF /OZ 19575 41 7 elk I. 15/2118 OREGON 9RW 6:r OL OL D Renews 6/3012019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TaroInc. Truss Components of Oregon,In "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Bo"488 Trusses require extreme care in fabricating handling,shi ng,installing and bracing Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 �pr�porani ety information,.by TPI ana'SBCA)fgr se pradJces p perfo"rugulathese functions. Installers shall p terh rY (503)357-2118 Ext ero�Bc5I.ceillnU�nleLss noted o�t�heervwise,top chord shat ve properly a to ed structural shaatathina air d bottom chsoredchsnaill n ve a rly asap, Bie Apfp yba�to each faceorot�trussareiat lapcet�I re s ssh taunt above and on t fe nt'Detalis Ass noted oth�erwi e.B7kef to re to build the liAtrgrslii sting this 16d0rA-ZZI r stanlda�rd splate positions. f�p ppll ng n(� this pie ALPINE AN I1W COMPANY and Osteo f this crewing for an aatructureis meror'Trespo s bit�of"he Building DesIgne ty pe N II/WI 1 Sac.z. ruTh BO b 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icaefe.org Sacramento.CA 95828 • J Job Number: 0416054 Ply: 1 SEQN:30394 / T26 HIP_ Cust:R7175 JRef: 1W9971750005 Riverside 2626 B 3 Car Master Qty: 2 FROM:BB DrwNo: 074.18.1309.10357 Truss Label: FTI AA I GWH 03/15/2018 1112X4 F 12 13.42 7b b W1 ,2.(.R Ailll: G II2X4 I. 9'S' Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or'aPLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection In loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt 21.2 Ce: - VERT(LL):0.000 - - 360 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT A* 1 Brg / / / 1226 (TL): 0.000 K 999 240 BCDL: 7.00 CatNA NA A Min Brg Width Req= - EXP:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 E - - NCBCLL:0.00 TCDL:NA psf Code/!Mac Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code:IRC 2012 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist NA WI Std:2007 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.003 Loc.from endwall:NA FT/RT:2(0y4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.16.01.000.0327.16 Wind This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W1,M4 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. � Eo PROpFsS ��5 �GINF � spy 19575 7 /- i �' I. 15/2118 OREGON v 9"0L D W 1( Renews 619012019 *"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 ulre extreme care in fabricating handling,shipping,pinstalli and bractrhg. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 brar nerd Safety Information,by TPI nd'SBCA)fi5sa ty rs tr$' dor to perforfrhina these functions. Installers sry�Il proy'�e terh rary (503)357-2118 Ext r SI.Unless noted 0 erwlse,top chord shah nor 1 t attached Structvu4FaI sheathr tioannd bottom chsoredc0shall ha,re a g etly /� a��DD�ica�e.1�ili o�to each race rpr ss andt�hal res sl ,vn above and on the JoinrDetaiIs u In ess noted o ons se. 7f�oref�lto drawings 160A-'for B ndard plate positions...0 gay ALPINE- =file onfosion rman wiitlhBANSI/TP1 11 oar for handii Inhisp ll no llation an(bibbracing of ui Aseal on th s i awinri orureroabuild the drawing,indicates �nof p rroorltr� tespo�slgb {odw��$ paw AN RW COMPANY and Use ofunsdrawing for any s ctuurre Is the responsibility of the Building Designer peYANS I 1 SSc.2h The suitability 8351 Rovana Circle For more infonnaf ttiohnesee this job's general notes page and these web sites:ALPINE:www.alpinellw.com;TPI:www.tpinst.org;SBCA:www.ebclndustry.00m;ICC:www.iaxafe.org Sacramento,CA 95828 CLR Reinforcing Venber Substitution ._ T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement or reinforcement method is desired. L-Reinf. #• 1, Apply to either side of web narrow face. �� Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member is Notes: a minimum 80% of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. .� Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriatemisi iiim reinforcement type. X / T-Reinf. L-Reinf. Web Member Specified CLR Alternative Relnforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails --- 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6610 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. I. �E0 PROpS .ropaeTwrt�r MS WING TO AU.CONTRACTORS sou ENVIE'INSTI LER& (��'0 !1C'INFI�',Q qv TC LL PSF REF CLR Subst. Trusses require extra,ne care In fabrkating.herding,sFllepirmy Installing and� �p,. Refer DIand 19575 follow the latest Nation of SCSI mad%Covenant Safety Infanmatlon,by TPI and SSW for safety 9r C DL PSF DATE 10/01/14 actkes pion to verfarnYp t es.fustloro. LutoUera*1st provide ry�Yradmnp per 1CSI, _ .011611 noted atherelse,top nerd sha hhave properly attar ed stn`tvrd��p°rson bottom`hard �- :C DL PSF DRWG BRCLBSUB1014 r shall haw a properly attached Mr�adt uI1Ytm�npp,, Lacatbro Ocwn for per nanent lateral resiroY�t of Mos r� shall haw bra& Nstalted per DCSI m�fons 83 17 or 119.as appllcoela. Apely plain to.team foci C LL PSF // I L- INE of truss and pedpon as sloven above and an the Joint Detalis,unless noted ather.Me. 0 /20 : — /-1 11�.��— Refer to drawYps 1A0A-Z for standard plate positions. Alpine,a dM.wn of ITV&Edna Components Grous Inc.shall not be responsible for an__yy deviati n Fran OREGON AN NI/COMPANY tins drawing,any Callum to the truss In conformance with ANSI/TPI 1.or for bending shIppiw. �/ TOT. LD, PSF Mtollatlon L bra%of trusses. 9� •n.20,10:4., A seal on this drawing or cover Ded.tre ttd�s&a*h,I dram acc.ptarce of prpfesdarl 13389 Lakefront Drive far�tw °is a iaty of biding DDesigner m TPI Seca. `'~°"i'g �C / .N DUR. FAC. Earth Qty,MO 93045 For nore information see Yds Jobs general notes page and these web sten At.PDF•n wwwalpieitrsonl TPI www.tptrek =CM CA.www.sbcYntlusiry cry ICC.wwwlasnfearg Renews 6/30/2019 SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or' 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Braces (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace we (1) 2x6 'L' Brace s (2) 2x6 'L' Brace ss Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai S #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 Hem-Fir U SPF F #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 4113 StandStud *3 Standard Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' • o F Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineuws Q1 #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' StudD* Stud*3 —J SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d CU D F L #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 6' 6' 11' 8 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' • Standard 4' 4' 5' 9' 6' 1' 7'' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group Bt _U #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir A") _ S P F #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 L Btr . Y H F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' NS HF l Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Cu Q Do •as Fir-Larch Southern Medal 8' SP I #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1', 14' 0' 14' 0' 14' 0' 14' 0' © tl2 Cu D F L #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 1x4 Braces mall be SRH (Stress-Rated Board). Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 0' 14' 0' exp 1x4 So,Pax use only IndustNnt 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. d _ SPF #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: 12 U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O fl Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X S P #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). CS #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gayle end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. ftis--1 D F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Syron Attach 'L' braces with 10d (0.128'x3.0' min) nails. About 1'Irill, : Jf 111 For (1) 'L' brace. space nails at 2' o.c. �� h18' endzonesand 4' o ..between zones. Diagonal brace option is llf31EFor4?) 'L' braces spacenagsat 3' a cvertical length nay be i T : M18' endzones and 6• ac. between zones. doubled when diagonal18' 'L' brndngHostbenrdrimunof80Xofwebbrace Is used. ConnectL nertber lengthdiagonal brace for 3858 'L• at each end Max web Hr ce 4 Gable Vertical Plate Sizes total length is 14'. �� ,`•� Vertical Length No Splice 2x4 DF-L 112 or Less than 4' 0' 1X4 or 2X3 better diagonal 'r" .. Greater than 4' 0', but 2X4 Vertical length shown brace/ 'arae -niless than 11' 6' or double cut 18' ` Greater than 11' 6' 3X4 In table above. I + Refer to common truss design for ''' 45' (as shorn) at _ 1 -- / upper end. 4 {1 4 {/ Q l U 1 �1 peak, splice, and heel plates. Connect at d Li/ / / / /onthuous Beating • w P-O / / Refer to the Butwing Designer for conditions diagonanot addressed by this detail. midpoint of vertical web. ' Refer to chart above for n• ,nth. .mwerwa,:rum THIS DNO DRAWWING FOLLOW13 AU- INCLUDING 111E=MILLERS.NOTES ON THIS BRAVOED t�r'i c 41 t o,y REF ASCE7-10—GAB12030 Trusses requkre extreme can in fabricating,handed,*hoping.installing and hp. Refer to and 19575 follow the latest cation of SCSI Malang component safety Information,by TPI and SPCA)for safety �' DATE 10/01/14 practices prior to performMq these functions. Installers shall provide per JCSL nes noted otherwise,top chord shall haw properly attached structural shell bottom chord braealrtr �/ DRWG A12030ENC101014 shall have a properly attached rIOH usYq sLacntiors shown for permanent lateral restr•aY�t of webs ��. shall haw hstaUed per 1 section D3,D7 or 110,as applicable. Apely pWtes to each fou - 1 �1 0 N E of tr ss.rod as SMwn above and en til Jaht 1eteS.,unless rated otM wtre. 0 /20 Refer te do 160A-Z far standard plate posltlore. Alpha,a dvbbn of I1W Iddh0 Components troop Inc.shall not be napora0d.far deviation from 0 OREGON AN Ii1N d'why`any fad, a to bees.the truss h confer once whh ANSLTPS L or far h sNppbq, V, bradhg of trusses q em 29 19v1e •f MAX. TOT, LD. 60 PSF A seal an this dnwhp or Courer=UUseti%tide drattp,Indicates acceptance;of professional 13389 Lakefront Drive Pasty siruetunev irl,rssp...mty. tie Tamp Deeaar AIS IA 1 Seel. �� O` i vii N� Earth City,MO 63045 For more hfornation see this Job's general notes page and these web sites. •� MAX. SPACING 24.0e ALPIND....sipralt.com,TPI.www.tpbatorgl SPCA.wrasbc di . u ryorgi ICO..lonfe.org Renews 6/90/2019 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C - Common Residential Gable End Wind Bracing Requirements - Stiffeners - 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014). on this detail. )1( Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128'x3',min) nails. to stiff back with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I I i i / 1 2X4 Blocking nailed to 45a sheathing and i`t each truss Ilii�Ill♦ H l! _'MEU U UU U ® ________-_-_- 2X4 DF-L #2 H/2 or better diagonal brace.Attach each end for 560#. ■ ■ ■ ■ ■ IIiiIiPf1!gbA1■- k >< Y 1 PIIIIMMIIMummummio.t■11 ■�■■ ■ ■ I ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails, 4.C�E�PROpi, esNAR UNEIm READ NO GALL CMIESONTRACTORS ON THIS DRAWING 0 Oe rNF�.,Q ib REF GE WHALER .OPRATNITse MINN TICS DRAWING TO ALL CONTRACTORS IOXIIIIG THE MOL ERA Trusses rfquYrz estrene core h fabrkatlnp,handlY+p,�i�p�a,hst�w�p and Refer to and 19575 Paths one latest sdtlan of Dal wldhp Canpanent Safety Trriae 41:10by WI endd ICA)for:afety ' %, DATE 10/01/14 prnetk.s prior to porearnYp t hese fvietlarat. Instlyer: dte provide per Poi 'ill havted otherly a top ed▪rd:11OU have properly notwnfor structural teranRpar Irrk webs DRWG GABRST101014 wo shall have n properly attached rigid ultY�p, Locators shown for permanent lateral,espaYet of albs gr �O T� shall haw dq eatatlad per Dal sections P3,P7 or DtO,as appUeoble. Aptly plates to oath face /"UPI O O' ` ' of twss aM�po.TWon as sheen—vac on qa,leht Detsls,urdaa:noted atheraMe. 0 /20 : /`-1 I v R.fer to d"aMps IGOA-z far stan and plate pa isOREGON AN rrWCOMMW to n dlvrniy of 1TW sultiV h npon.nts Group uaa shell not w respons6le for• y devatwn fron IratallaeWngt Pneuro to sued the truss Y1 orronce slid AtlSIITPI L or far h nn Wigging, b'° of 9 ��.20,1904 MAX. TOT. LD. 60 PSF Par�evv es drake%or tseer• Csp�p waon. a Indicates professional 'Ai. -07. W N`. �, solslp• ort s b DDnfewr"t psr NiSViPI 1 Sett. dr.'" • 13389 Lakefront siva Earth City,MO 63045 ALP1 r woorlpe letfto•rcwpautlanTPI.seaeat.derJ tpcar9rb'speSnPeCr'Aa,l mnotes usb"atwhesIcea enesesaArxressat feRenews 6/30/2019 MAX. SPACING Gable Detail For Let-in Verticals Gable Truss Plate Sizes ASyn O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 16 iiiiip I.1 /141eRefer to Engineered truss design for peak, splice, web, and heel plates. elf gable vertical plates overlap, use a l'': single plate that covers the total area of the overlapped plates to span the web. © 111L11$ a OExamples2X42X4 2X8 'T' Reinforcement Attachment Detail liLldikli,,„ 'T' Reinforcing 'T' Reinforcing Member Member Toe-nal PY4 - Or - End-nail 0 O To convert from 'L' to 'T' reinforcing members, specified on the engineeredmultiply 'T' increase by length (based on Provide connections for upliftp truss design, appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails' Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3',mi) 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, Sheat •• Toenailed Nails' specie, and grade of the 'L' reinforcing member. 4 Nall 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. Web Length Increase w/ 'T' Brace 'T• This detail to used with thea 'T' Rehmf. •T' Relnforcing wind load. pp•apiate Alphle gable detail for ASCE Mor. Size Increase —L Member2x4 30 Y. ASCE 7-05 Gable Detail Drawings Example, 2x6 20 Y. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 VNId Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drnwln s 4' O.C. g Gable Vertical 24'o.c. SP b{3 AII515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A2001SNC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) _ 307. = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' AI8030ENC101014, A2003OENC101014, A20030END101014, A2003WED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreklforced gable vertical length. 11 4 Nal i YI Ceiling ~NOG=READ Tdl(Iw PUAgSI4 MS aR�v°M TO AU. ,i is INSTALLERS.KITES ON 115S INA1/1118 �� G%NEFL� �Ow REF LET—IN VERT Trusses revere extreme care r,fabricated,handed,shipping,installing and bradng. Refer to and 19575 _r v DATE 10/01/14 follow the latest edition of SCSI(Baking Component Safety Infarnntkn,by TPI and SIM for safety 9 practices prior to perfornrnp these inaction. Installers shell provide per yaty r _ la !mates noxa otherwise,tap chard mull hove property attached t,•u`tur°l '"r>f"° bra=b°tt°n ward / DRWG GBLLETIN1014 shall have n property attached rldd cNrq Lacatkns tinea Par permorwnt lotaW restr.Mt of emit la shat have nd�hstas s per aboveoI and an th, J of Details, apWs noted Pbtes to each Pau � 0 — ////---/"'777' O NJ oP truss ant as farm ave on the,!Deni pesa6s,unless noted atheralse. 0 /20 Refer p dro 16a1-2 Par sMndord plop posllbru, dlprr,a dvwon of ITV Hdl3q components C�ohms not be responsible for uar�ryy deviation Prov �1 OREGON AN RWCIOMPANY this drawing,any failure to Mad the truss h with MISVTPI I,or far hxuq.hnp shdpprg, 0 .4 MAX, TOT, LD. 60 PSF insw�A tsttaalon bracing of trusses. des�pn_ 1,1 Ven.20,f Olb.6•f Pa'vy siwcMrem u� M sine.pc mono w��•ram of ane TOC 1 ,V`V OUR. FAC, ANY 13389 Lakefront Owe Y �0 les!w.r per GVIPZ 1 Seal Earth Ory,MO 83045 „�rare tw� Wb targ1 general page and these�:sitesi . fe.org MAX. SPACING 24,0' w..,wr,a ornament Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 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 2x4Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace a (2) 2x4 'L' Brace as (1) 2x6 'L' Brace a <2) 2x6 'L' Brace as 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 At SF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir - SP #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1#3#2 StStudrd *2 Stud *3 Standard Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' o Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' D• •as Fir-Larch Southern Pineal* #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' I' 14' 0' 14' 0' 14' 0' 14' 0' 1711111M *3 J a SP 412 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Standard Standard C5 a.' #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' J DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group BI _ #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir +> S P #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 L Btr U H F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 41 HF l Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' ▪ o D• •as Fir-Larch Southern Phe*ar #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® *1 a S P *2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' ® #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' Cu DFL Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Board). waaFor 1x4 So.Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B J42SPF #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these wades. d _ S P r#3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' 13 UH F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O f�I Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over x #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d ` SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' autlaokers fti #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--i D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' , 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with 1Od(0.120'x3.0' min) nails. About I :ppPr : 4 )I( For(1) 'L' brace, space nails at 2' o.c. �� In 10' end zones and 4' ac. between zones. Diagonal brace option. r 31E31EFor (2) 'L' braces. space nails nt 3' oc vertical length any be 1 i T : 4_4 In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' BE i e 'L'bracing rust be a minimum of 80X of web brace Is used. Connect V diagonal brace for 335* 'L' L 3 member length at each end. Max web Brcice I 44'. Gable Vertical Plate Sizes total length Is 14'. `�,1 1Vertical Length No Splice 2x4 DF-L #2 or ' Less than 4' 0' 1X4 or 2X3 better d agonal r ; Greaterthan4' 0', but 2X4 Vertical length shown11/I bracer single ; lessthan 11' 6'h table above. or double cut18' Greater ;limn 11' 6' 3X4 ill ', (as shown) at L. B + Refer to common truss design for 1 upper end 4 4 4 ( I peak, splice, and heel plates. erre. j / / / continuousBenrWgsP" Refer to the BuildingConnect diagona at I / not addressed by this detail. for candtions midpoint of vertical web. Refer to chart above for m• .l •y .the eaweboasis rsBPQTAIt fl 1183 1D1AWING tAHD wo ALL t BC.*ALL moms ON MSI01�D=TALLER& C9 aG� AFL/ 'y REF ASCE7-10—GAB12015 Trusses require extreme care h fabricating, shrbeba,MtoUFp hr•¢dn�, 19575 follow the latest edition of SCSI MANN)Component 'feInformation,111y m and SBWOPoorr safetysaDATE 10/01/14 IeAgrt pr :to pesZo ori rrg these f.nctly e. Installers eau provlct per Boli, Uh 'not`d ogperly a top chid smelt have properly shownfo structural lateral res bottom webs !. DRWG A12015ENC101014 rr shell have a property attached rigid ceiling. Locations shown for permanent lahrat restraF.t of webs �� ,q L P Nshall have bracing installed per S7 sections the B3.17 or 310,as applicable. Apply plates to each face of truss and portmn asshown above and onpositionsQ /20 abs Details,unless noted otherwise.. OREGON Refer to dna NiOAfar standardplate positions Mpba,a dNhlan of ITV dap Co porw.ts Gray Inc shall not ole respans6le For ry deviation from AN R1N 17DM01NY tWs drawn,any fng of to d tin a#truss h ced'arance.nim ANsvTp1 L or for hw.dl° Imp ebPiro •9 "in.20,004 G MAX. TOT. LD. 60 PSF Installation lby or far°th:listing ting la drag.indicates acapbenof M Professional 9.O W.W. Vol the3 susdMFey dins use er los o)vwbip 13389 Lakefront Drive W > 3ws4w'per ANST/iR I Seep. Earth Ciy,MO 83045 ALPS l worm Job's generalSnotes page these IC web ekes Renew,6/30=19 MAX. SPACING 24.0' tphstor#i SBCM r.w .xy ICG wwrAxsafearp * Hip Frame Details W4X4, Min. _ B Hip Frame . II �� ■ �I�'■ _�_ 24' I • Common Typ, ■ r•••=1.111111•is Tr saes W1.5X3 ' ■ !��i■ Typ —� ■ ■ %��+�`� 1• Stepped Hip ■�� System Trusses 2x4 Chords 2x4 Purlins ■�4:111:101:76„.1 ■I ''�_�� __ I, 1 Hip Setback ■�� I, ��---- ai�M & ■�m 'Mk Pitched and Sheathed AIII ■■■■■■■■■■■■■\■■� Chord Area HIk —/ B - BI tt m Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips W3X4, Min. at all overlapping points with 2-10d (0.148'x3') wHip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148'x3') %nails @ 6' o.c. maximum spacing. Hip frame stops at plumb cut of Hip Frame jacks to maintain pitch continuity. Section B-B NE Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. 40 See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit. - - - _ purlins must be intact and properly attached. �---- Setback _I Stepped Hip System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where Indicated. ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hip - surlins. CEO 'ROp arVARsa11Riw.am me Foto ALL NOTES ON nes aavDea �5 G 1 N incomentam FURNISH THIS DRAWING To Au comer==UMW THE IISTALJERS. C./ F+ O REF HIP FRAME Trusses require extreme care In fabricating,tiv�v.slipoyq, and Refer to and 19575 Z Pollee the latest station of SCSI Idldng Component safety Information, TpI CA)for safety ••prior to opesn 1;co these runctlwa, hatallers shall previa* ern per ICU. %, DATE 10/01/14 ,111111 , ss noted otherrlse,top chard Nall have prop•HY ettadwd eM¢Sur.J�ofd Notion chard r shall have a prapwiy attached rigs cesbp Lacataro shoe"for pornenent Ater trim olnt of labs /- i DRWG 11IPFRAME1014 A L.P 0 N E shat here nd as d tel sanpUn D3,.l er DID,ns seelkebn' dApply palm ta ental Pace � oP toss and as sheen above and on tea.kk,t DsteAs,unless"seed otiarMs.. 0 /20 Refer ta tars 160A-2 Po�rtatasnteereard pate GprooNlwara. e�+y AN TVCOMMNY tide*ouing"Ora irdto�bu6d7 `in oo 1 mc. thn**Savrpe o'arronaep. OREGON InstaUatlon I bracing of trusses. enAyrsaewal�b�on Ws Waling or cover ape Us{A,g this Wwhp,Mattes.onpanae of professional '9fin•2G,19g° !. far lr.t.•e�s_y fore__sa4ri Naw. The suaeuey and nw or thds drub. 'TOL g .N 13389 Lakefront Drive �r Y Thr e► sorra Dnlprar•per ANSVep[I sec& D Earth City,MO 83045 Far nor.Infarnntlan see the Jab's general nou�s Qpo•�pe•.are these web Nies. Al.PI .urvele w$tuCon,TPI.esstpYatorg SDCA.mfbeidustrym gj ICC.mJccsaf. AID Renews 8/80/2019