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msr2otg-00269 /o,53 Sig/ 9-Ai/ 4-,/D /4-11--e., C-1 3' 24' 5'-1" + - O PRIVATE STORM DRAIN EASEMENT FOR BENEFIT OF LOTS 1-15,AND 32.13' WALL MAINTENANCE EASEMENT '\ - ' -r • TO HOA 374',„ LINE OF SETBAC ,` - ,Y, 2.17 , ' x_ 37ECK6'. BUILDING \'r. v° o t i ., °UTUNE ; '372' (LIDJ ( 0 ii 6 A 'PROPOSED ' D RESIENCE i , Q 378'., ; 374' 0 . HICKORY, FRE--387 I F- n; 3' i iF STBK F- -O i _ �! „, Ni-376' v w 380'.. '� �� CITY OF TIGARD z 3' GARAGE i0 Q STBK T.o. >3N , Approved by !Planning z 378' Date: t© I-1� Q i 382'. ; Initials: Sccd Ii ,- \CONC. ''380, O WALKDRIVE i LEGAL DESCRIPTION • J 384'__!--, ��'�.. Or I � , LOT 8 — ANNAND HEIGHTS w `� � 1382' )C,”;. SW ANNAND HILL COURT , Q-, „! , M TIGARD, OREGON = O eN 4� c9 1 �'�384' O II CATCH BASIN 0"I 3 i, , i �u WATER SERVICE 1 �'j� _� U SANITARY SEWER(BUILDERco TO VERIFY LOCATION) I i ‘ II STORM DRAIN TO i W/LOT 7 =_SHARED DRIVEWAY .;..=: CONNECT W/CITY __ ihik — — - \V LOT AREA: 3,103 °o°""`"`"°° �� SQ FT yt_riTCL \//j IMPERVIOUS AREA OS / DRIVEWAY 421 SQ.FT \y COVERED PORCH 54 SQ.FT CONC WALK 34 SQ. FT IV TOTAL 509 SQ. FT SUNTEL HOME DESIGN,INC.IS NOT \ 0 LIABLE FOR THE ACCURACY OF THE BUILDING COVERAGE "'°°' �"'°°"° TOPOGRAPHY INFORMATION. IT IS ur.oM.owvom THE SOLE RESPONSIBILITY OF THE BUILDING FOOTPRINT 1,144 SQ.FT ,,..,� BUILDER TO VERIFY ALL SITE (NOT INCLUDING OVERHANGS) CONDITIONS,INCLUDING ANY FILL (MO PLACED ON THE SITE,AND INFORM °""-"" OWNERS OF ANY POTENTIAL FIELD TOTAL LOT COVERAGE = 53.2% watiasss MODIFICATIONS. „gin RECEIVED OCT - 1 2018 CITY of TRUNRD BUILDING DIVISION I' 52'6" `1 I-4' - I 48'6" '1 VERIFY END GABLE FLAT BOTTOM OR VAULTED BOTTOM CORD I i T 1AGE T p T mm 2 .8 B o 1 5 7 N i r mP —II— IV _ O N I c.71 — eics f'N+'N' 'N I 46'6" r o L Customer: PARR LUMBER-HILLSBORO M CO o Desc. : WndWd Hickory Pln 0 0 i– co ADDRESS: VERIFY CO71 CO ,- z Designed by: BILLY BREESE Z CO o 0 CO •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE Phone:(800)877-3678 8088 7-3 78(916)387-0116 Fax:AN ITW COMPANY sacseals@itwbcg.com —Site Information: Customer: Truss Components of Oregon,Inc. Job Number: 0918168 JobDescription: WndWd Hickory Pln Address: VERIFY City,State,Zip: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 Design Version: 16.01.00.0327.16 JRef#: 1 W eP71750006 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, 12 truss drawings and 6 details. Item Seal# Truss Item Seal# Truss 1 270.18.1502.10103 AGE 2 270.18.1502.41267 A 3 270.18.1504.00940 B 4 270.18.1504.11190 B1 5 270.18.1504.31720 B1GE 6 270.18.1504.37913 CGE 7 270.18.1515.17860 CG 8 270.18.1519.54877 DGE 9 270.18.1520.04510 D 10 270.18.1520.33087 EGE 11 270.18.1520.45700 E 12 270.18.1520.57600 F ,S .`- PROp4 Op tAGtI'4 /O41 Z 19575 17 OREGON .9ROL.D 9 NVQ, Renews 6/30/2019 Printed 9/27/2018 3:25:46 PM 09/27/2018 • Job Number: 0918168 Ply: 1 SEQN:206243/T4 GABL Cust:R7175 JRef:1WeP71750006 WndWd Hickory Pin Qty: 1 FROM:BB DrwNo: 270.18.1502.10103 Truss Label: AGE JCJ / GWH 09/27/2018 23'3" 48'8"I I 23'3" 233" x-11--14-4) w 5XX7 (T� T3 12 M 7 \ 5X7 6 V 85�7 M1 M9 A18 d19 • Z M1 ii12C a) (a) (a) (a) (e) rMt a) (a) (a) (a) A22 a) T4 Al =3X5(A1) =5X7 5X7 m 3X5(A1) A t4' A 18'6" 1 14' 1 I466" 11,6" 46'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.005 Q 999 240 A* 117 /- /- /47 /14 /17 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 AC - - BH*142 /- /- /40 /6 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:23.78 ft HORZ(TL):0.008 W - - AT*115 /- /- /49 /15 /- NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.200 A Brg Width=168 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.054 BH Brg Width=222 Min Req=- Factors Used:No Max Web CSI:0.256 AT Brg Width=168 Min Req=- Spacing:24.0" C&C Dist a:4.65 ft Rep Bearings A,BH,&AT are a rigid surface. Loc.from endwall:not in 14.50 ft FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Gable Studs Top chord 2x4 DF-L#2:T3 2x4 HF#1&Bet.: Provide lateral wind bracing per ITWBCG wind :T4 2x4 DF-L#1&Bet.: bracing details or per engineer of record.2X3 studs Bot chord 2x4 HF#2 require reinforcement at 70%of the length tabulated Webs 2x3 HF#2:M12,M13,M14,M15,M16,M17, for 2X4 studs of the same grade. M18,M19,M20,M21,M22 2x4 HF#2: Additional Notes Bracing See DWGS A12030ENC101014,GBLLETIN1014,& (a)#3 or better scab reinforcement.Same size&80% GABRST101014 for gable wind bracing and other length of web member.Attach with 10d Box or Gun requirements. nails(0.128"x3",min.)@ 6"oc. WARNING:Furnish a copy of this DWG to the Plating Notes installation contractor.Special care must be taken during handling,shipping and installation of trusses. All plates are 1.5X4 except as noted. See"WARNING"note below. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. c .0 PROF F DO NOT OVERCUT.No knots or other lumber .( S'S, defects allowed within 12"of notches.Do not notch tNG I N FF p in overhang or heel panel,unless specified otherwise. C2 41 1- 19575 7 Bottom chord checked for 10.00 psf non-concurrent /111"" r bottom chord live load applied per IRC-15 section 301.5. F- '.:i 27/2118 Wind ORE1; GON Wind loads based on MWFRS with additional C&C n+ v member design. "V `en.20,+99� Q" 'OCDW•r'' Renews 6/30/2019 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI aria SBCA)fiisafety(practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have propefiy attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCI sections$3,B77 or 810, as applicable AppTplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildina1Compon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in cpnformance with ANSI/TPI 1,or handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,Indicates acceptance of oro essionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206239/T2 COMN Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 7 FROM:BB DrwNo: 270.18.1502.41267 Truss Label: A JCJ / GWH 09/27/2018 8'1"5I 15'8"3 I 23'3" 29'11"8 38' I 41'11"15 466" 8'1"5 7'6"13 7613 8'8"8 8'0'8 3'11"15' 4'6"1 =5X7 E T rgi 036, 4t3X5 F 12 6 V 0 ,4G Ø3X5 r(a) X10 m B (a) (a) ` N =1.5X4 T1 (a) Ir\win_ I 443X5 — W1 M !�\ 1 x � A 'rS0719���L 4X8(83) R 0 P O N 1111.5X4 —__4X8'3X5 =4X8 =5x12 - 3 4---5X14(F6) 12 3X5(F8) 1 48'6" 1 8'1"5I 7'6"13 7'693 I 6'8"8 I 8'0"6 80"8 11.6:16'1"5 15'8"3 23'3" 29'11"8 38' 46'0"8 8 '48'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 23.1 Ce:1.2 VERT(LL): 0.592 M 934 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.020 M 541 240 A 1999 /- /- /921 /129 /209 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.322 M - - K 2139 /- /- /990 /145 1- 42.00 EXP:B Kzt:NA Des Ld: HORZ(TL):0.789 M - - Wind reactions based on MWFRS Des d: :10.00 Mean Height:23.78 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 A Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.978 K Brg Width=5.5 Min Req=3.4 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.988 Bearing K is a rigid surface. Spacing:24.0" C&C Dist a:4.65 ft Rep Factors Used:Yes Max Web CSI:0.802 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:16.01.00C.0327.16 A-B 1004-3809 F-G 831 -2857 Lumber B-C 864-3093 G-H 814 -2989 C-D 877-2949 H-I 1563 -6725 Top chord 2x4 HF#1&Bet.:TI 2x4 DF-L#1&Bet.: D-E 768-2351 I-J 1588 -6677 Bot chord 2x4 HF#2:B3 2x4 HF#1&Bet.: E-F 766-2337 J-K 1598 -6772 :B4 2x4 HF SS: Webs 2x4 HF#2:W1,W10 2x4 HF Std/Stud: :W8 2x4 DF-L 2400f-2.0E: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 2.625' Chords Tens.Comp. Chords Tens. Comp. Bracing A-R 3302 -761 O-N 2547 -492 (a)Continuous lateral restraint equally spaced on R-Q 3300 -761 N-M 6087 -1299 member. Q-P 3300 -761 M-K 6065 -1352 P-O 2643 -503 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. B-P 293 -738 O-F 323 -974 Wind P-D 493 -112 F-N 476 -85 Wind loads based on MWFRS with additional C&C D-O 331 -1003 N-H 869 -3794 member design. ��vsEO PROFESS E-O 1515 -449 H-M 2992 -597 Additional Notes s5 �G I N FF �O WARNING:Furnish a copy of this DWG to the O 19575 y installation contractor.Special care must be taken r. during handling,shipping and installation of trusses. ./'' See"WARNING"note below. ✓' i /' 1: 7/2118 OREGON GI 9Ro`.20,194_ SP Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections 83,B7 or B10, /1111166 as applicable AppTplates to each face ottruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w mW COMPANY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essionaf engineerinresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this 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: 0918168 Ply: 1 SEAN:206232 /T5 COMN Cost:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 2 FROM:BB DrwNo: 270.18.1504.00940 Truss Label: B JCJ / GWH 09/27/2018 8'1"5 15'8"3 23'3" I 30'9"13 38'4"11 46'6" 8'1"5 7'6"13 7'6"13 7'6"13 7'6"13 8'1"5 =5X7 E T T2 \s,,,,,,,,,,............, 3X5 F e00 . 12 e. 6 V 3x7 3X7 C G r 3X5 3X5S. B (a) (a) H cv A'i®._ IIII I 4X8(83) Q P O N M L K =4X8(8\ 1 1111.5X4 =4X8 3X5 =4X8 w3XS4X8 1111.5X4 1 46'6" 1 8'1"5 7'6"13 7'6"13 7'6"13 7'6"13 8'1"5 1'6" 8'1"5 15'8"3 23'3" 30'9"13 38'4"11 46'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.292 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.502 N 999 240 A 2005 /- /- /922 /124 /209 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.143 K - - I 2126 /- /- /990 /139 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.350 K - - Wind reactions based on MWFRS Mean Height:23.78 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 A Brg Width=- Min Req=- TCDL:4.2 psf I BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.909 Req=3.0 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.818 Bearing I is a rigid surface. RepFactors Used:No Max Web CSI: 0.586 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.65 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 462-3822 E-F 380 -2366 Lumber B-C 405-3104 F-G 404 -2952 C-D 418-2959 G-H 391 -3096 Top chord 2x4 DF-L#1&Bet.:T2,T3 2x4 HF D-E 386-2366 H-I 425 -3791 #1&Bet.: Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W9 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-Q 3314 -322 N-M 2647 200 member. Q-P 3311 -323 M-L 3279 -298 P-O 3311 -323 L-K 3279 -298 Loading O-N 2652 -191 K-I 3281 -297 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind B-O 150 -742 N-F 164 -980 O-D 488 -44 F-M 483 -31 Wind loads based on MWFRS with additional C&C D-N 165 -997 M-H 118 711 member design. E-N 1471 -199 Additional Notes ���p PROA-, WARNING:Furnish a copy of this DWG to the 'C tr, installation contractor.Special care must be taken ,' �G f,N lei. O during handling,shipping and installation of trusses. 19575 7 See"WARNING"note below. r I;27/2118 OREGON GI 9,QOL0 w9NSG Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Appy plates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to�� , drawings 160A-Z for standard plate positions. LPI^' E Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro esslonalq engineering responsibility solely for the desi n shown. The suitability9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206229 /T7 COMN Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 2 FROM:BB DrwNo: 270.18.1504.11190 Truss Label: 81 JCJ / GWH 09/27/2018 8'1"5 15'8"3 23'3" 30'9"13 I 38'4"11 I 46'6" 8'1"5 7'6"13 76"13 7'693 7'6"13 8'1"5 =5X7 F T T3 0---3).....00.0 G X5 8 12 .04X8 HXB 3X5 (a) a3X5 C (a) (a) (a) (a W9 T4 W1 B J A K -� /8(83) 1111.5X4 =4X8 P =4x8 N=4X8 1111.5X4 =4X8(8\ — w3X5 =3X5 1 46'6" A IT4'11 8'1"5 7'8"13 7'6"13 7'6"13 7'6"13 8'1"5 11'66" 8'1"5 15'8"3 23'3" 30'9'13 38'4"11 46'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.297 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.509 0 999 240 B 2195 /- /- /1030 /151 /228 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.143 L - - J 2120 /- /- /989 /141 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.347 L - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 23.56 ft TCDL:4.2 psf Code!Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req=3.1 J BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.991 Req=3.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.882 Bearings B&J are a rigid surface. Spacing:24.0" C&C Dist a:4.65 ft Rep Factors Used:Yes Max Web CSI:0.586 Members not listed have forces less than 375# FT/Ractor/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any 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 902-3747 F-G 760 -2352 Lumber C-D 825-3076 G-H 854 -2938 D-E 838-2931 H-I 841 -3083 Top chord 2x4 DF-L#2:T3 2x4 HF#1&Bet.: E-F 754-2352 I-J 948 -3778 :T4 2x4 DF-L#1&Bet.: Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W9 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-R 3237 -681 O-N 2635 -507 R-Q 3235 -682 N-M 3267 -699 member. Q-P 3235 -68Q M-L 3267 -699 Loading P-O 2631 -501 L-J 3269 -698 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply chord live load applied per IRC-15 section (ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind C-P 206 -679 O-G 326 -996 P-E 479 -76 G-N 483 -92 Wind loads based on MWFRS with additional C&C E-O 323 -986 N-I 245 -711 member design. F-O 1461 -413 Additional Notes so PROpw WARNING:Furnish a copy of this DWG to the '( S installation contractor.Special care must be taken �5 .AG t N FF �O during handling,shipping and installation of trusses. O !(, 11 y See"WARNING"note below. 19575, �1: S. 27/2118 OREGON J 1,p `en. W. 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.Box468 Trusses require extreme care in fabricating,handling,shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component"Safety Information,byTPI and SBCA)finstalling and safety practices prior to performing these functions. Installers shall provide tempora rryv (503)357-2118 Ext bracingper BCSI.Unless noted osherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefl attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10y as applicable Appplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206236/T9 GABL Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pin Qty: 1 FROM:BB DrwNo: 270.18.1504.31720 Truss Label: BIGE JCJ / GWH 09/27/2018 233"I ( 466" 23'3" 237 1'11"1'4" H—}-(T�_-I) =557 T — 5�' 13 5 Mil % % i 5X7 12 0 5X7 I 1 ' M 5 : % M59 I AA 6 V M43 y p n4-1 7. ✓'' ;( )i(a) (a)%(a) (a)%(a)/(a) (a)o a 0 M;6 M2% NI 4 1 118 Yo% F22 T4 i oi _73 . • 1 1 z -t r r r . I I . .. • 4 ll . I I r 1 r 7 1 3 1 , AJ AK A 3X5(A1) =5X7 =5X7 =3X5(A1) — A 14' 1 1813" 1 74' 1 X4"11� 466 11�H 46'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 T 999 240 g" 132 /- /- /56 /11 /18 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.004 Y - - Bl* 143 /- /- /41 /3 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:23.56 ft HORZ(TL):0.008 Y - - AU*114 1- 1- /49 /10 /- NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.669 B Brg Width=168 Min Req=- Load Duration:1.15 MW ERS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.158 BI Brg Width=222 Min Req=- Re Factors Used:No Max Web CSI:0.255 AU Brg Width=168 Min Req=- Spacing:24.0" C&C Dist a:4.65 ft P Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings B,BI,&AU are a rigid surface. 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 Additional Notes Top chord 2x4 DF-L#2:T3 2x4 HF#1&Bet.: See DWGS A12030ENC101014,GBLLETIN1014,& :T4 2x4 DF-L#1&Bet.: GABRST101014 for gable wind bracing and other Bot chord 2x4 HF#2 requirements. Webs 2x3 HF#2:M12,M13,M14,M15,M16,M17, WARNING:Furnish a copy of this DWG to the M18,M19,M20,M21,M22 2x4 HF#2: installation contractor.Special care must be taken Bracing during handling,shipping and installation of trusses. See'WARNING"note below. (a)#3 or better scab reinforcement.Same size&80% length of web member.Attach with 10d Box or Gun nails(0.128"x3",min.)@ 6"oc. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. �ckEO PROFFS Bottom chord checked for 10.00 psf non-concurrent .' ,p bottom chord live load applied per IRC-15 section �� G IN FF i , O 301.5. 19575 Wind Wind loads based on MWFRS with additional C&C �'. --ter ,/ member design. Ii 27/2118 Gable Studs 0OREGON Provide lateral wind bracing per ITWBCG wind "9R an.20 1g'b &Q" bracing details or per engineer of record.2X3 studs 0L D W W.N require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Renews 6/30/2019 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,67 or B10, as applicable Appy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to ALPINE'NE drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the COMPANYtruss in conformance withpag ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.lccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206245/T3 GABL Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 1 FROM:BB DrwNo: 270.18.1504.37913 Truss Label: CGE JCJ / GWH 09/27/2018 9B• 79' 9'6' 9'6' I— (TYP) -axs 10 /dilllLIIIlII\111111111 •" AQ I 1e' I vs'--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.004 H 999 240 p. 13.4 I_ /- /50 /10 /11 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.005 F - - P Brg Width=228 Min Req=- Mean Height:21.73 ft NCBCLL:10.00 Code/Mac Criteria Creep Factor:2.0 Bearing B is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.307 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.076 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.286 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFESS Gable Studs �� G)M FF O Provide lateral wind bracing per ITWBCG wind 195755 2 bracing details or per engineer of record.2X3 studs " ' API ,. require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. 1; 27/2118 Additional Notes OREGON J See DWGS S12030ENC100815&GBLLETIN1014 for gable wind bracing and other requirements. 9 `an.20,199 Q' ROAD W." Renews 6/30/2019 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of O "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Inc. Trusses require extreme care in fabricating,handling,shippin installing,and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted ettherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin g.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANrW COMPANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.erg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 3 SEAN:206255/T8 COMN Cost:R7175 JRef: 1WeP71750006 WndWd Hickory Pin Qty: 1 FROM:BB DrwNo: 270.18.1515.17860 Truss Label: CG JCJ / GWH 09/27/2018 5 3 Complete Trusses Required 3'1'7I 6'45 I 9'6" I 12'7"7 I 15'10"9 I 19' 3'1"7 3'3'3 3'1"7 3'1"7 3'3'3 3'1"7 1114X ii X8 orE 4lIih , m nF ■ 04X8(B10R) 1113X7 =5L X7 =8X8 =5X7 1113X/ %4X8(B10R) 1 19' 1 31133 I '3 31 I '7 31'7 3'3"3 31'7 I I _I 3'11 8'45 9'8" 1277 1510"9 19' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt:23.1 Ce:1.2 VERT(LL): 0.097 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.162 I 999 240 A 9246 /- /- 1- /681 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 C - - G 10336/- /- /- /742 /- Des Ld: 42.00 EXP'B Kzt:NA HORZ(TL):0.100 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:22.36 ft Code I Misc Criteria Creep Factor.2.0 A Brg Width=5.5 Min Req=3.3 TCDL:4.2 psf G BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.215 Req=3.7 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.825 Bearings A&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.787 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 314-4265 D-E 198 -2674 Lumber B-C 262-3544 E-F 262 -3551 C-D 198-2674 F-G 316 -4331 Top chord 2x4 DF-L#1&Bet. Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud:W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-L 3246 -236 J-I 2650 -192 Nail Schedule:0.120"x3",min.nails L-K 3229 -235 I-H 3283 -237 Top Chord:1 Row @12.00"o.c. K-J 2646 -193 H-G 3302 -238 Bot Chord:2 Rows @ 2.50"o.c.(Each Row) Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Maximum Web Forces Per Ply(lbs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. L-B 856 -50 J-E 88 -1203 Special Loads et)PRO, B-K 51 -692 E-I 1545 -98 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) c�F' FSS K-C 1532 -98 I-F 54 -758 TC:From 76 plf at 0.00 to 76 plf at 19.00 g G i N E i0BC:From 7 C-J 88-1195 F-H 929 -52 BC:1999 lb Conc.Load at 2lf at .06,4.06o 7,6 06,8.06 lf at 19.00 �� 19575_�� 9 D-J 3276 -225 10.06,12.06,14.06 " 1 BC:2005 lb Conc.Load at 16.06,18.06 (4011k -,. Wind 1 i 27/2118 Wind loads and reactions based on MWFRS. OREGON '9-.O`.D8W.NSP Renews 6/30/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlings shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tar safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted ot!lerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, C as applicable. Appy plates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of TIN Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANYtruss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEAN:206260/T10 GABL Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 1 FROM:BB DrwNo: 270.18.1519.54877 Truss Label: DGE JCJ / GWH 09/27/2018 43" 86" 4'3" 4'3" I--17"-H--1,4"--{ m 4E5 T (TYP) in 1241111111111\ int0B' it,\oil Gni + 7A =2x4(81) = I i A B'6" 1 11'6"H X 1,6„--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.010 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.023 K 999 240 B 604 /- /- /283 /166 /114 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - H 604 /- /- /283 /166 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.025 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 H BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.285 = TPI Std: 2014 Max BC CSI: 0.184 Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.044 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:16.01.00C.0327.16 B-E 126 -442 E-H 126 -442 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind ckEO FROFF`rS Wind loads based on MWFRS with additional C&C .5 ac,l N FF �O member design. (./ ,Q 2 19575 7 •Gable Studs %, Provide lateral wind bracing per ITWBCG wind , !„ bracing details or per engineer of record.2X3 studs II 27/2118 require reinforcement at 70%of the length tabulated OREGON for 2X4 studs of the same grade. C) Additional Notes Qen.20,1900 Q' See DWGS A12015ENC101014,GBLLETIN1014,& 9ROL D NV•N� GABRST101014 for gable wind bracing and other requirements. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. '"IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byt TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN iTW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206257/T1 COMN Gust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 2 FROM:BB DrwNo: 270.18.1520.04510 Truss Label: D JCJ / GWH 09/27/2018 43" I 86" 4'3" 4'3" =4X5 C 12 0 ,9 V N A116166. 2X4(61) =2X4(61) In 6 D E A " 1111.5X4 — 1 $'6" 1 i^1'6" 4'3" 4'3" II 4'3" 8'6" Loading.Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl IJ# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.006 E 999 240 g 518 /- /- /262 /13 /87 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - D 369 /- /- /169 /0 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.005 E - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.227 D Brg Width=3.5 Min Req= 1.5 TPI Std:2014 Max BC CSI: 0.126 Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.073 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:16.01.000.0327.16 B-C 75 -396 C-D 71 -386 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,c c:PROFESS � G(N � ..aa O 19575, F41 9 Alr �i �.. /R" ti 27/2118 OREGON 14,'e •D. oW.' 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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary 1503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63,B7 or B10, as applicable. AApply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160 -Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 ITW COMPANY truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of professional'engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206266/T12 GABL Cost:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 1 FROM:BB DrwNo: 270.18.1520.33087 Truss Label: EGE JCJ / GWH 09/27/2018 I-1'4"--I (TYP) E F 12 6 li 0M 'v W1 (\I Imili N to 11.-=-1,1 _I_ F-4 MEMO G A =2X4(A1) K H 2'2"12 , 1'9"4-- 2,4„11 Hl 4' H 4' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or**PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.004 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.005 J 999 240 B 483 /- /- /246 /249 /178 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - K 65 /-25 /- /79 /31 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.006 C - - K* 56 /- /- /27 /33 /- NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.690 = TPI Std: 2014 Max BC CSI: 0.148 K Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 K Brg Width=24.0 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.034 Bearings B,K,&K are 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 may be notched 1.5"deep X 3.5"periodically Top chord 2x4 HF#2 along top edge.DO NOT OVERCUT. No knots or other Bot chord 2x4 HF#2 lumber defects allowed within 12"of notches. Do not Webs 2x3 HF#2:W1 2x4 HF Std/Stud: notch in overhang,heel panels or[NNL]areas. 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,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,F`eO PRO, Right end vertical not exposed to wind pressure. 'C S, Gable Studs C./ 14G I N��� O� 19575 Provide lateral wind bracing per ITWBCG wind • it bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated I # for 2X4 studs of the same grade. 1 1 27/2118 Additional Notes 0 OREGON See DWGS A12015ENC101014,GBLLETIN1014,& 9pO 1 .220, 9 GABRST101014 for gable wind bracing and other requirements. Renews 6/30/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing inalled per BCSI sections B3,B7 or B10, IdAb as applicable. Applinstalled plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1 ,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orolessronaT engineering responsibility solely for the design shown. The suifability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206262 /T11 MONO Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Ory: 2 FROM:BB DrwNo: 270.18.1520.45700 Truss Label: E JCJ / GWH 09/27/2018 111 1.5X4 12 C 6 D –r m IIII co V =2X4(A1) N B v Ft) ■ ih II E A I G ' F 1111.5X4 2'2"12 1 1'9"4—j 1 2'4"11 H 4 H 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: W.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 429 /- /- /220 /28 /52 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 F - - G 58 /-24 /- /53 /19 /- EXP:B Kzt:NA HORZ TL:-0.005 F - - E 110 /- /- /49 /12 /- Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf BldgCode: IRC 2015 Max TC CSI: 0.527 B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf G Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.131 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.096 E Brg Width=- Min Req=- p g Bearings B&G are 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 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. A,kEo PROFESS C9, �c'INFF /02 19575 7 /- i �r 1;27/2118 OREGON J 9Rp�p W. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, _ as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, ^etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I,COWAN,' truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prooesstonaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsate.org Sacramento,CA 95828 Job Number: 0918168 Ply: 1 SEQN:206268 /T14 MONO Cust:R7175 JRef: 1WeP71750006 WndWd Hickory Pln Qty: 6 FROM:BB DrwNo: 270.18.1520.57600 Truss Label: F JCJ / GWH 09/27/2018 1111.5X4 C 12 D ¢ 62X4BA1) i v 1 . _...igial % l E I in CV A / 1111.5X4 A 2' A H 2'4"1 1 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 413 /- /- /221 /38 /36 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 F - - E 6 /-56 /- /40 /44 /- EXP:B Kzt:NA HORZ TL:-0.005 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 E BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.513 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.103 Bearing B is a rigid surface. RepFactors Used:Yes Max Web CSI:0.039 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ., Pep ROFESS C./ txG1Nq.. /G-1- 19575 9 %1- r 1; 27/2118 OREGON lAb. ,W. 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.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orofessiona engineering responsibility solely for the design shown. The suitability9 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 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 'V Brace C (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace BE (2) 2x6 'L' Brace BB Bracing Group Species and Grades! Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al 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-Pine-Fir Hem-Fir #1 / #2 Standard #2 Stud <J #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard O L� Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' �l 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 Pinewww (1) #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 _J SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud anStdd Standard Standard DFL #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 Bi U S P F #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr L U I I F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 Q1 o fl Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 Q) .--i #3 Stud 5' 1' 5' 0' 7' 11' 7' 11' 8' 5' 8' 5' 10' 6' 10' 6' 10' 11' 12' 6' 13' 0' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Board). D F LwwwFor 1x4 So, Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P F #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! (f 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 f l 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). d #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--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' Symm 17 Attach 'L' braces with IOd (0.128'x3.0' min) nails. About! ii able Truss ii it 4 )I( For (1) 'L' brace, space nails at 2' o.c. 1 / In 18' end zones and 4' o.c. between zones. Diagonal brace option, �•� 31E31ffor (2) 'L' braces, space Halls at 3' o.c. vertical length may be j T i In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' #E 'L' bracing must be a minimum of 80% of web brace is used. Connect L 4'� member length. diagonal brace for 385# ' 'L' at each end. Max web Br ce 4`'� Gable Vertical Plate Sizes total length is 14'. �--�� MEW , w Vertical Length No Splice 2x4 DF-L #2 or I w Less than 4' 0' 1X4 or 2X3 better diagonal T I+ Greater than 4' 0', but 2X4 Vertical length shown bracer single 18, less than 11' 6' or double cut w Greater than 11' 6' 3X4 In table above. / + Refer to common truss design for /0 45' (ns shown) at L_ 1 T7 / upper end. Ld LI 4 {� )III -0 1 peak, splice, and heel plates. / / / / /ontinuous Bearing / / Refer to the Building Designer for conditions Connect dingona at 1 `� # P O midpoint of vertical web. Refer to chart above for i9r. VN tx -,gth. not addressed by this detail. eemrwTAlm:Fun BRAARNINGini READ VING TO AALi.LB FILLDV ALL CONTR�ACTORSS ION NCLUDING TH1W DrsTAU-ERS. Cgam C4c'1NFtp /0.L REF ASCE7-10 GAB12030 Trusses require extreme care h fabricating,handing,shipping,installing and bracing. Refer to and 19575. 7 follow the latest edition of BCSI(Building Component Safety Information,by WI and SBCA)for safety P r DATE 10/01/14 Mnctkos prior to pvrformhg these functions. Installers shall provide temporary braving per BCSL y�I° ess oared atherrlse,tap chard s)qu haw properly attached sttural sheath ng and bottom chard �� ,,,, AOIF DRWG A12030ENC101014 """"'""`� es shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs AIL-PONE Op\ fl� shall use bracing installedperabove and sections 83, Joint at BIB,R,npplkobno Apply pintos to each face O I�\I' of ov aha altinr allshown abal ns 837o310,o,vale„noted the plates 0`27/201A u v efer to drawings 16OA-Z ar standard plate positions. _ OREGON J Alpine,a dvision f ITV Bund�g Components Group Inc shall not be ponsible for any devatko from A1'1 RW ODM11M14Y tds droning,any inguof to bine the truss tt canfornnnce skin ANSI/TPI 1,or fa handUrp,shipping, installation I bracing of trusses. acceptancepry '9,QO,,.z0,�9e NSP MAX. TOT. LD. 60 PSF A seal an this drorYpy or cover �liotslbb.g ids d aeb .indicates shown. The sultablitty_ of professional vv 13389 Lakefront Drive far�anrst✓IeMre b the yfor the ea lty _8�a1Fp Des�er per AIiSI/TPI 1of this drawing Seas. 0 ' Earth City,MO 63045 For more Information see this Job's general notes page and these web sites ALPINE'newolpheitw.coe,TPI,www.tphstorgi SBCA,ewe.sbehdustryorg,ICC'www.lccsafe.org Renews6/30/2019 MAX. SPACING 24.0' ASCE 7-10; 120 mph, 30Mean 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. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128'x3",min) nails. to stiffback with 10d box or gun (0,128' x 3', min,) nails @ 6' o,c, I 11211 2X4 Blocking nailed to 45° sheathing and �`l� each truss I H �`l� MIMIwm�— — m onum 2X4 DF-L #2 H/2 or better diagonal brace, Attach each end for 560#. ■ Ili$iiiIII ,aI1 ii * i Armiummoratimininii ontinuous Bearing — 2x6 #2 Stiffback attached to each Ep PROp Stud w/ (4) 10d box or gun (0.123' X 3', min,) nails. 'F• FS TANT.P "EAD AND RAWBmG m AU.INI=TRACNOTETORS THIS DRAWING I narxLERS C./ - �G iN�F.Q S/�Z REF GE WHALER Trusses require extreme care in fabricating,handling,shipping,hstnwn and bra19575 Poll. p bracing. Refer to and DATE 10/01/14 ppprrroct the infest pert of BCSI®ulldr,p Component Snfety Information,by TPI and ocinp for safety l Lies.notedootherelsef top ch ds shoe hovve�properrlly erattached structural iteortWp and bPotton card / w, shall have a property attached rigid celhg. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 A II III� II E shall have brndrq Installed per DORI sections B3,B7 or 910,as opptk°ble. Apply platys to each face 0' 27/20 8 '�\I' of truss and :Han os shorn above and on the Joint Details,rimless noted otherwise. u v Refer to drawings 160A-z for standard plate positions. n OREGON AN rrwoomPANY Alpha,o dvlslon of ITV Building Co ponente Group Inc shnll not be respanslble far any deviation from v' itis oYasbp,any fdlure to build the truss In can.ornunce.6th ANSI/TPI 1,or for ho installation a brodng of trusses. "g's pk'g' ljQ en.26,1920 (`Q• MAX, TOT. LD, 60 PSF A seal on this drawing or cover ust,g this drat:,Indicates acceptance of professmnal O L y1 f..-"r`Ar..c«e"'°'e"'ttXe rere>por l y aP Designer e Aer per ty and .w.aP t o drnw g O W 13389 Lakefront Drive PK'ANSI/T�I�� Earth City,MO 63045 Par more information see this Job's general notes page and these web sites, Renews 6/3012019 ALPINE,e.walpheit..coo TPD www.tpinst.orgl SECA,ee. esbdee ndustry.org,ICC,oiccsaf..org MAX. SPACING Gable Detail For Let-in Verticals Gable Truss Plate Sizes About CO Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. " Refer to Engineered truss design for �111 +� 9 9 peak, splice, web, and heel plates. i i .. O JIf gable vertical plates overlap, use a single plate that covers the total area of .411H.41111°,11114146. the overlapped plates to span the web. age cal © Ler�thl © Examples 2X4 y. ty.. Ili 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Memmbeer I i iiiii,_ © Toe-roll Or - /1 End-Hall X O0 To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails' Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3',min) Nails at 4' o.c, plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Riad Shenthln, Toenalled Nails specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace i 4Nall 1� (4) toenails In the top and bottom chords. This detail tobe usedwiththea ro riate Al ine 'T' RSinf. 'T'•T• pp p p gable detail for ASCE Mbr. Size Increase Relnforcing wind load, Member 2x4 30 ASCE 7-05 Gable Detail Drawings Examples 2x6 20 A13015051014, A12015051014, A11015051014, 610015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph 613030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss SpacedGable Nails ASCE 7-10 ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 At 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, 520015END100118, S20015PED100118, 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, � 4 Nall I hl S18030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 '=' Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. `�� )PRo ssIPERTANfast�FI THIS DRAW TO ALL CONTRACTFOLLOW AU-MITESORS liCLLUDIIG THE INSTALLERS. �,THIS ORMIDEI ,0 �GIty FFn /OZ REF LET-IN VERT Trusses require extreme care In fabricating.handig,shipping,installing and bracing. Refer to and 19575 "r follow-the latest edition of BCSI(Ech g Component Safety Information,by TPI and SECA)for safety ,. DATE 01/02/2018 pprractices prior to p ef,mt g these functions. InrtalIe-a shall provide temporaryy brad g par BCSL �i Unless need otherly top chord shall have properly attached permanent ral sheetang annd bottom chord DRWG GBL LETIN0118 wn shall have a properly attached rigid ceiling. Locations shorn for permalateral restraint of webs �. AO OIC 11E shall have bracing Installed per EMI sections B3,B7 or DIt,os applicable. Apply plates to each face f Q 1u1�\vl' of truss and ip nwaltion as shown above and on the Joint Details, mess noted otherwise. ��. 7/20 8 �� Refer to drawings I60A-Z for standard plate positions Alpine,a division of ITV Bulking Components Grow Inc shag not be responsible for an deviation from OREGON AN fi/ODMPANIY this drawing,any failure to b,4 the truss in conformance with ANSI/7P'I,or for ha installation L bracing of trusses. "`ung'shipping, 9�an 20 tgero �P MAX, TOT. LD. 60 PSF A seal on this drawing or cover listing this drawig,Indicates of • 13723Rlverport Drive f��en> Y elY fa' � Tne Y +tee Berg 0L ,lL' DUR. FAC. ANY Suite 200 arty br ihr reaporo6Rlty oP Building Designer Per ANSI/TPI 1 Sect. O Y. Maryland Heights,MO 63043 For more Information see this,Job's general notes page and these web sites ALPINE.ewealpinwte.comi TPI.www.tpinst.orgi SBCA.en.sbchnNa dustryargl Ito wwccsaferg MAX. SPACING 24.0' RPnewSennno0a CLR Reinf orcinc Vernoer Suostitution 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, ,. 411I Apply to either side of web narrow face. ,� Attach with 10d C0,128'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 1-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. NIIIII For minimum alternative reinforcement, re-run design with appropriate iiimX reinforcement type. T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Relnf, 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. M 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 2-2x4000 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3)9 Scab Relnf, 1-reinforcement, L-relnforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I 010 Center scab on wide face of web. Apply (1) scab to each face of web. NE •SC�So PROFS =IMPORTANT=FUR ARNINGlen`EAD AND S DRAVNuc FELLOW ALL CE TERs INCLUDING nurx�Rs U3?THIS DRAVTNEl ©'NEF46 ,OZ TC LL PSF REF CLR Subst, Trusses require extreme care In fabricating,handing,shipping,Installing and bracing. Refer to and 19575,„ ffprorllow the latest edition of SCSI(Building Component Safety Information,by TPI aynd SBCA)for safety - r-, DL PSF DATE 10/01/14 r BCSL Unless noteactices edd otherwise,top ior to chord shag hathese ve propes. rly ottadhed ers shall structuravide l rthingacing and bottom chord / ■, shall have a property attached rigid ceiling. Locations shown for pernanent lateral restraint of webs �' ��C DL PSF DRWG BRCLB$UB1014 /� ^ shall have bradng installed per BOW sections B3,B7 or B10,as appltrabla. Apply plates to each face 0' 7/20 8 //� of truss and po tion os shown above and on the Joint Betnlls,unless noted o IPO.I tee .:C LL PSF 1��� Refer to drawings 160A-Z far standard plate positions. OREGON Alpha, dvlslon of"teal= TV Bulldog Components Group Ino shag not be espmsible far yy devlotlan frau G� l .4 TOT. LD. PSF AN flW MR'.NY this draslng,any foLI re to build the truss h con ornonce with ANSI/TPI 1,ar for herding.shlpphg, '9 8n.20,199 Inst seal I bradng of trusses. RO 0� A seal on thio drawing or corer Ibrtbr this d'o*,e,indicates acceptance of professional this drawing DUR, FAC, or 13389 Lakefront Done far vry A.,care tle yr.apv of is ow,. The suitability per and ius loseccZ D Earth City,MO 63045 ALPINE. hal!matliofn see this Job's general notes page and these web sites SPACING 1p w.,tphs orgI SBCA.w.w.sbci dustry.org,ICC.es.Jccsafearp Renews 6!3012019 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 120 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 = LOO Cr. 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace is (1) 2x4 'L' Brace el <2) 2x4 'L' Brace ■■(1) 2x6 'L' Brace is (2) 2x6 'L' Brace ■s Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai S Spruce-Plne-Fir Hem-Fir #1#1 #2 4' 0' 6' 10' 7' 1' 8' 1' 8' 4' 9' 7' 10' 0' 12' 8' 13' 1' 14' 0' _ 14' 0' , #1 / *2 Standard *2 Stud - S P F 3 3' 10' 6' 9' 7' 0' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' *3 Stud *3 Standard CDU O - H FStud 3' 10' 6' 9' 7' 0' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' Standard 3' 10' 6' 2' 6' 7' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinworm 0J #1 4' 2' 6' 11' 7' 2' 8' 2' 8' 6' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0' *3 *3 J SP #2 4' 0' 6' 10' 7' 1' 8' 1' 8' 4' 9' 7' 10' 0' 12' 8' 13' 1' 14' 0' 14' 0' Stud Stud Standard andard #3 3' 11' 6' 6' 6' 11' 8' 0' 8' 4' 9' 6' 9' 11' 12' 7' 13' 0' 14' 0' 14' 0' dcru D P L Stud 3' 11' 6' 6' 6' 11' 8' 0' 8' 4' 9' 6' 9' 11' 12' 7' 13' 0' 14' 0' _ 14' 0' Standard 3' 10' 5' 9' 6' 1' 7' 7' 8' 2' 9' 6' 9' 10' 11' 11' 12' 10' 14' 0' 14' 0' Group Bi U #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fl" �--' _ S P P #3 4' 4' 7' 8' 8' 1' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #11Btr L U H FStud 4' 4' 7' 8' 8' 0' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' DJ O Standard 4' 4' 7' 6' 8' 0' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Finesse #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 *1 SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #2 *2 aJ , DPL #3 4' 6' 7' 9' 8' 0' 9' 2' 9' 6' 10' 11' 11' 4' 14' 0' 14' 0. 14' 0' 14' 0' 1x4 Braces shalt be SRB (Stress-Rated Hoard). Stud 4' 6' 7' 9' 8' 0' 9' 2' 9' 6' 10' 11' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' wwwFor 1x4 So. Pine use only Industrial 53 or Standard 4' 4' 7' 0' 7' 5' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards Group B S2 #1 / #2 5' 1' 8' 7' 8' 11' 10' 2' 10' 6' 11' 0' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPP #3 4' 10' 8' 6' 8' 9' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: u H F Stud 4' 10' 8' 6' 8' 9' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/360. Standard 4' 10' 8' 6' 8' 9' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Provide upUft connections for 70 plf over X #1 5' 3' 8' 9' 9' 0' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearig (5 psf TC Dead Load). d SP #2 5' 1' 8' 7' 8' 11' 10' 2' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers *3 4' 11' 8' 6' 8' 10' 10' 1' 10' 6' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. DFL Stud 4' 11' 8' 6' 8' 10' 10' 1' 10' 6' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 8' 1' 8' 7' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Abou bou Attach 'L'braces with IOd (0.128'x3.0' sin) nails. 1 / / t: ii able Truss it ri * 31E For (1) 'L' brace' space nails at 2' oz. 1 1 in 18' end zones and 4' o.c. between zones. r ) Diagonal brace option' ,00111111.°1- #111%.14440.14 �To18C2end,zonesbraces' nnd 6' ocnails between3zones. vertical length may be doubled when diagonal 18' 'L' bracing must be a minimum of 80X of web brace is used. Connect L I V� member length. diagonal brace for 385# .L. +I , at each end. Max web Hr ce ��'� Gable Vertical Plate Sizes total length is 14'. ��-�� 31E 31E 1 a Vertical Length No Splice 2x4 DF-L *2 or Less than 4' 0' 1X4 or 2X3 better diagonal r Greater than 4' 0', but 2X4 Vertical length shownII/ bracer single 18' ; less than or double cut Greater tha:1111'6:6.: 3X4 in table above. + Refer to cruss des nfor IA <as Shawn) at T'1 L_ 1 I1Ig upper end. LJ 4 1} 4 l -Q n peak, splice, and heel plates. Li/ / / / /ontinuous Bearing /:-Iiiii, / / / Refer to the Building Designer for conditions Connect diagona at midpoint of vertical web. 1 Refer to chart above for max .=0 ( F gth. not addressed by this detail, VARI0I' C READ MD FULLDV ALL TOTES ON THIS DRAWDNa 'SAGI �`S REF ASCE7-10—GAB12030 DctRTAHTo FURNISH TRIS CRAVING TO ALL CONTRACTORS D'TIUDOIG THE INSTALLERS. �Gj F� /O Trusses regtr<extreme care h fabricati g,handling,si'ppNyq hstaUF pp and brndnp Refer to nridfollow the latest edition of BCSI(BuR*,o Component SafetyInformation,by TPI andSEA)for safety C2 .Q 2 DATE 8/3/15 prndices prior to performing these functions. Installers VaU provide ternorary bradna perBCSI. 5.Unless noted otherwise,top dors shall hove properly attached wtrvctural sheothln8 and bottom fixed t DRWG 512030ENC100815 AELT1shall have b properly ottndper rigidBCSI csectio L33,H7 shorn far plicable.t laly al testto a oP webs shall t usve nd bracing ion h per above sections J or 310,as applicable. dpoly plates to each face of truss and ppags l6O as for andar andl on the Joint Dirtals,unless noted otherwise. Refer to droeegs IfiOA-Z forddisrntggandard plate GproosuHplans. AN rwcomPMNY this drawing only fallow.BbsUo Cthe t uss A,canfor^oncealeith Ait/C1 �For'ha;idld,gd.v t ram Oa 27/20 8 installation I bracing of trusses. OREGON X. TOT. LD. 60 PSF A seal on this drawing or cover Inc listing this drawing,hdcates acceptance of professional (�. 13723 Riverport Drive ff y fQ O� S PI l y 'ft 1� dine 20,194- Suite 200 F�Y n tY sawn Designer per V Maryland Heights,MO 63043 ALP1t:n a hf�otllorTifswe thist Sget notes pope and these eeb sites OLD W. MAX. SPACING 24.0' alpine: • .sbdrdustry.orgl ICO wwwJccsofe.arg Renews 6/30/2019 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace Ill (2) 2x4 'L' Brace we (1) 2x6 'L' Brace r (2) 2x6 'L' Brace ■w Bracing Group Species and Grades, Gable Vertical No .___. Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI Spacing Species Grade S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir }) (� #1 / #2 Standard *2 Stud - S #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0__ *3 Stud *3 Standard O uF Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' I� Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineweill QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 —J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud anStdd Standard Standard al DFL #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B1 _U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' _ Hem-Fir _ S P F #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 1 Btr L U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0'_ *1 Q1 O r Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*w* #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Hoard), DFL Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' .--I - eeeFor 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 il2 #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C5 S P rr #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' uh U H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14'_0_'__ %And Load deflection criterion is L/240. 0 �l Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over x P #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). #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--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' Syron I 1 1 Attach 'L' braces with l0d (0.128'x3.0' min) nails. About' it able Truss it it :i ME For (1) 'L' brace. space nails at 2' o.c. 1 1 1 ��` In 18' end zones and 4' o.c. between zones. Diagonal brace option. 31E 31EFar (2) 'L' braces. space Halls at 3' o.c. vertical length may be T i in 18' end zones and 6' o.c. between zones. doubled when diagonal 18' * h 'L' bracing must be a minimum of 80% of web brace is used. Connect L V� member length. diagonal brace for 335# ' 'L' w at each end. Max web Br•.ce 4f1 Gable Vertical Plate Sizes total length is 14'. 31E 31E 1� a Vertical Length Na Splice 2x4 DF-L #2 or • Less than 4' 0' 1X4 or 2X3 better diagonal I Greater than 4' 0', but 2X4 Vertical length shown brace) single 18, ; less than 11' 6' or double cut Greater than 11' 6' 3X4 In table above. + Refer to common truss design for ''/ 45' (as shown) at L_ 1 1-1 g --..- Refer _ upper end. 9 4 Q ❑ {} )11 L H _ peak, splice, and heel plates. '/ �/ / / / /ontinuaus Bearing / / / Refer to the Building Designer for conditions Connect diagona at IR • P'Q not addressed by this detail. midpoint of vertical web. Refer to chart above for m• .ba a -rma, -ngth. TANTse FlyBRAVINGEAD ro ALL CONTOTES TRACTORS ACTORS nCLUD DRAWING,IE INsrxL RS. C/ �G►►d ,Ln�`P�02 REF ASCE7-10-GAB12015 Trusses require extreme care In fabricating,handing,shipping,Installing and bradng. Refer to and 19575. 41 follow The latest edition of BCSI(Building Component Safety Information,by WI and SWAT for safety 9 DATE 10/01/14 practices prior to performing those functions. Installers shall provide tenporary bracing per BCSL ' %1 --- Unless noted otherwise,top chord shall have properly attached structural sheatWhp and bottom chord DRWG A12015ENC101014 r shall have a properly attached rid caking. Locations shown for permanent lateral restraint of webs - P O IN IV[ shall have bracing Installed per BCS'sections 83,B7 or Bla,as applicable. Apply plates to each face �' a 'ul�\v'I of truss and position as shown above and on the Joint Details,unless noted otherwise. 0••27/20 8 Refer to drawings 160A-z for standard plate positions. OREGON Alpine,a division of ITV BWInc.Components Group Inshall not be responsible for an deviation from /�•�t AN IFW(JDMRANY this drawing,any failure to the truss In conformance with ANSI/TPI 1,or for handling,shipping, G/ �/ Installation L bracing of trusses. v m MAX. TOT. LD, 60 PSF A seal on this drawing or cover pagelisting this drawing,Indicates icates acceptance of professional 9 y deslpn _ of_ an.20,199 Q' far�threh h�ihe etyresporoBrBth 41 the him own. Dealpr per and use 1 Seca drawing Vii 13389 Lakefront Drive Of.O ' Earth City,MO 63045 For more Information see this Job's general rates page and these web.it.... ALPIIE'wwwalpmeitw.comi TPD wew.tpnstorgi SRC*wwwsbcbaustry.orgi ICC,wwwJccsafe.oro MAX, SPACING 24.0' iitawawc6J3047.0.1.9