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Plans rx�5� 9 vCv ., -- • RECEIVED JAN 4 ?019 CITY OF TIGARD BUILDING DIVISION Nm~ 82 1 i 1 1 1 1 PI II 1 I 1 I I I I �I HGE , � / mT a vi.. co �A o� mm 1 om y I •- --. -- F of- ► _ co CI) 'm rn m-i D 1 c� ll, - 110 m m = 11 E _ CO --- m ®-ate o a c) D o cl N rT1 - --- I 0 `— ` ,�- 1 IDG < - _ _�= I 1 II y - I n p� y 1 1 Z' v Ir B1 r m .m m ▪ B2 = B1 rn = B 73 - a= 1 Customer: PARR FOREST GROVE UN �� ��'�Z(� \� - ( � a) o Deso. : Ryr side 2353 Ely B Ryse 0 0 ~ co ADDRESS: VERIFY 71 M CO zDesigned by: BILLY BREESE i- z wo G^ nC73 C 0 v •• ,J ' D PROpSSii' �GINCe.. /O 83294PE Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 yL14,Zpe AN ITW COMPANY `Y 8 � sacseals@itwbcg.com Seth ar 01/31/2019 Renewal 8/30/2020 Site Information: Paget: Customer: Truss Components of Oregon,Inc. Job Number: 1118097 Job Description: Rvr side 2353 Ely B Rvsed roof Address: VERIFY,VERIFY,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1W1771750014 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(psf): None This package contains general notes pages,25 truss drawing(s)and 6 detail(s). Item Seal# Truss Item; Seal# Truss 1 031.19.1310.27100 A 2 031.19.1310.27395 Al 3 031.19.1312.30034 B 4 031.19.1312.30065 B1 5 031.19.1310.27177 B2 6 031.19.1310.27568 CG 7 031.19.1310.27662 C 8 031.19.1044.40110 DG 9 031.19.1107.50747 D 10 031.19.1046.18620 D1 11 031.19.1045.14353 D2 12 031.19.1310.27130 E 13 031.19.1103.13050 EG 14 031.19.1106.26430 FGE 15 031.19.1310.27505 F 16 031.19.1112.14540 FSGE 17 031.19.1310.27459 GGE 18 031.19.1310.27458 G 19 031.19.1310.27256 HGE 20 031.19.1310.27210 H 21 031.19.1310.27209 ICE 22 031.19.1107.35783 I 23 031.19.1044.25617 11 24 031.19.1310.27178 R1 25 031.19.1107.42910 R2 printed 1/31/2019 3:2726 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS,the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation,the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems,the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports,the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods,site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and d Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent a eraTsupport of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing,wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga,grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL,TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/deft = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches,at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location(Loc). RL= maximum horizontal design Reaction in either direction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic)load cases, at the identified location(Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic)load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 SEAN:229455/ T16 / CAJA Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1W1771750014 " FROM:BB Qty: 4 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27100 Truss Label: A JAK / RTT 01/31/2019 12 C T 6 I . FA CV HI D 3X5(B1) 1'11"4H { 1 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI 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:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 190 /- /- /98 /- /23 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 C - - C 39 /- /- /13 /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.001 C - - D 28 /- /- /16 /- /- NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.082 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.022 C Brg Width=1.5 Min Req=- S Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 D Brg Width=1.5 Min Req=- P 9 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 1 WAVE VIEW Ver:16.01.000.0327.15 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. Sty Op ts G�5 �4G 1 N F .� � '0 1(/ 83294PE OREGON 11C p 'Zcr 14,sed' 0 *lien Tar's Renewal e/30/2920 01/31/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trus 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 safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,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 bracingg installed per BCSI sections B3,67 or B10, as applicable. AppTy plates 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,my 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 oroiessronaf engineering responsibility solely for the desi n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:229457/ T15 / CAJA Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1 WI771750014 FROM:BB Qty: 3 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27395 Truss Label: Al JAK / RTT 01/31/2019 C 12 1( 6 (V N CV fs)i rD 3X5(81) 1— 1, I 11; 14 l0 1'10"15—j 1' 1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 D 999 240 B 240 /- /- /113 /- /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 34 /- /- /21 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.003 D - - C 115 I- /- /42 /12 /- NCBCLL:10.00 TCDL:6.0 psf Code f Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.196 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.072 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 C Brg Width=l.5 Min Req=- Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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. ���EO PROpS G�5 -GiNFE' p 14/ 83294PE v OREGON p SLY •14 q8• e ellen Tao Renewal 6/3012020 01/31/2019 "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)3s7-2118 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 bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI handling,shipppingg,installation and bracing of trussesA seal on this drawing or cover pa_�sige��_ listing this drawing,indicates of iionab eng responsibility solely for the design shown. The suitabili and use of this awing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- . SEAN:229459/ T18 / CAJA Ply: 1 Job Number: 1118097 Cust:R R7175 JRef: 1W1771750014 FROM:BB Qty: 3 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1312.30034 Truss Label: B JAK / RTT 01/31/2019 1'10"3 1'10"3 12 N to 6 � T � 1 A D 3X5(61) 1' I 5' 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 D 999 240 B 207 /- /- /- /10 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 52 1- /- /- /1 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL ):-0.003 D Wind reactions based on MWFRS / / NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.110 p TPI Std:2007 Max BC CSI: 0.173 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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 plf 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 plf at 5.00 BC: 28 lb Conc.Load at 2.00 BC: 34 lb Conc.Load at 4.00 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. „R. if �GINFF �O 83294PE 'Q OREGON SLY 14,20' j *sell Tar Renewal 6130/2020 01/31/2019 ""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 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. Defer 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 , ,P, truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and braci ,,,,,,,CM. ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proyessiona 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. 8801 Folsom Blvd.,Suite 10' For more information see this lob'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 95826 SEAN:229461/ T12 / CAJA Ply: 1 Job Number: 1118097 Cust:RR7175 JRef: 1WI771750014 FROM:BB Qty: 3 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1312.30065 Truss Label: B1 JAK / RTT 01/31/2019 3'10"3 hH 3'10"3 C 1 Is12� N to N in 6 N 1 _,,, 6 A ►, r D f 3X5(61) I-- 1' I- 5' H 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 loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.005 D 999 240 B 270 /- /- /142 /- /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 120 /- /- /47 /12 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.005 D - - D 77 /- /- /41 /- /- NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=5.5 Min Re 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.214q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.186 C Brg Width=1.5 Min Req=- Rep Fac:Yes Max Web CSI:0.000 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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. �stp PROFESS 0�5 oG%N e. �O re!(/ 83294PE 9 /' OREGON 1$6 SLY 14,Zed e ie *sell Tao.- Renewal 8130/2020 01/31/2019 "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)Mirsafety 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 Joint-Details, unless noted otherwise. Defer 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 ,�,,,�,, ,. truss in conformance with ANSI/IP! 1,or for handling,shipp!ng,installation and bracing of trussesAseal on this drawing or cover page listing this drawing,Indicates acceptance of profiesslona.engineering responsibility solely r the design shown. The suftabil' and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' *For more Inforrrravow see Ons tolramenerar notes page arta mese wep BIM:ALPINE:www.arpmelw.com:TPL wwW.tprrlstom;SBCA:www.sbcindustry.com;ICC:wwNi.lccsafe.orq '" •CA 95026 — • SEQN:229463/ T17 / EJAC Ply: 1 Job Number: 1118097 Cust:RR7175 JRef: 1W1771750014 FROM:BB Qty: 5 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27177 Truss Label: B2 JAK / RTT 01/31/2019 1111.5X4 CD — 12 LO 6 ih io ih 1 A FE III 1.5X4 3X5(61) 5.5 1' + 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI 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:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 304 /- /- /154 /- /49 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 F - - E 204 /- /- /106 /8 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.009 F - - Wind reactions based on MWFRS Mean Height 15.00 ft Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: E Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf 0.341 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.180 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.277 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 4-'V eF,„ �P eGINFF4,, �O 83294PE 9 OREGON LY 14,2ee c4e°ell Tar �e Renewal 8/8012020 01/31/2019 "WARNING'"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORNExI468 OR 97113 Trusses require extreme care in fabricating,handling,shipping installing,and bracing. Refer to and follow the latest edition of BCSI(Building (s03)3s7-2t fe Ext Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary /A6\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 Joint-Details, unless noted otherwise. Defer 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 A,n truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,�, ,,,. ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pronessionaI 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 ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob'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 95826 • SEQN:229465/ T13 / MONO Ply: 1 Job Number: 1118097 Cost:RR7175 JRef: 1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27568 Truss Label: CG JAK / RTT 01/31/2019 1111.5X4 12 C0D 6I . T B••••e � 0 61 A jill1M116 in1 1.--- -AFE III 1.5X4 3X5(B1) A 2' 1 H-- 1' I 2', H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ws) 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:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 191 1- /- /98 /- /24 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 D - - E 58 1- /- /32 /3 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.001 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.082Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 Bearing B is a rigid surface. RepFac:Yes Max Web CSI:0.029 Members not listed have fomes less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. co PROpk.. Op oGINFF O �B(/ 83294PE 7 OREGON 1)` `ll y 14,28d+ esell Tao.- Renewal 6730/2020 01/31/2019 "'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)fsafely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,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 bracingg 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. Refer to ALPINE NEdrawings 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 µnwmMvµ, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page listing this drawing,indicates acceptance of processional engineering responsibility solely t the design ahovtTn. The suiFabNky and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. 8801 Folsom Blvd.,Suite 10' ----.- -Fur more tefummemt see ma loos nenerarnmes page aro mesa war cries:ALPINE:wuvw.arplmGRW.mn1;TPl wwW.lplrlst5l ;SBCA:Www.6b?Trdu§trv.com;ICC:www.iccsafe.org 8ecramenly,GA 95e28 _.— • SEAN:229467/ T20 / MONO Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1 W1771750014 ' FROM:BB Qty: 7 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27662 Truss Label: C JAK / RTT 01/31/2019 III 1.5X4 12 CD 6 � T I B 1111 ib in thi 1 6t AMI111111111 �i E 1 III 1.5X4 3X5(8 1) 1. 2' 2' I— 1' I 2 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 191 /- /- /98 /- /24 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 D - - E 58 1- /- /32 /3 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=- Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.082 = Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 RepFac:Yes Max Web CSI:0.029 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4'01) a F4',9„„ Gp �_. 1 GIN F4.�--i rt t 83294PE r� OREGON /3 4,414,24d _ Cy 0 eeeil Tan's Renewal 6130!2020 01/31/2019 **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 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 bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z 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 ,r rw COMPANYtruss 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 profession engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsate.org Sacramento,CA 95826 SEQN:229469 T26 EJAC Ply: 1 Job Number: 1118097 Gust:R7175 JRef:1 W 1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1044.40110 Truss Label: DG JAK / RTT 01/31/2019 III 1.5X4 B 12 6 V io LN A ioi II • C III 1.5X4 2X4(A1) 4' 4, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 444 /- /- /- /14 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 C - - C 428 /- /- /- /14 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.013 C - - Wind reactions based on MWFRS Mean Height 19.35 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 A Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf C BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.284 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.631 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.173 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 72 plf at 0.00 to 72 plf at 4.00 BC:From 14 plf at 0.00 to 14 plf at 4.00 BC: 527 lb Conc.Load at 2.06 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. Right end vertical not exposed to wind pressure. E.O PROFESS 0 .5 oGINF4 O 83294PE '9 OREGON SLY 14,200 *sell Tar's Renewal 6/30/2020 01/31/2019 **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,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)f0'r 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, of as applicable. Applplates to each face truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ARefer 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 COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of prdfesslonar engineering responsibility solely for the desI�n shown. The sulFabtl and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S"ec.2. 8801 Folsom Blvd.,Suite 10- --- - +For more information seefia fodanenerarnotes moo antitheft web after Atrn4B avww.ammenw.tom:iTs WOW.ipmst.Om:SBCA:www.soondustN.com:ICC:wWw.ttcsare.org Seeramento,CA 96826 -- --- • SEAN:229471 T22 CAJA Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1107.50747 Truss Label: D JAK / RTT 01/31/2019 1'10"3 1'10"3 12 C 6177' T 1 ioI A 41 "8 3X5(81) 4' 1' 4, H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 D 999 240 B 212 /- /- /- /10 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 D - - C 47 /- /- /- /3 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.002 D - - D 60 /- /- /16 /- /- NCBCLL:10.00 Mean Height:18.56 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.110 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.113 D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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 plf at 1.85 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 4.00 PLB: 28 lb Conc.Load at(2.00,18.04) 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. gEO PROFS 0�5 oG I N vO tel(/ 83294PE R OREGON i)` � C �/Y 14,20 0 88e11 Tars Renewal 8/30/2020 01/31/2019 "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 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. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ11WCO,,,,,y,,. 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-fessronal engineeringresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob'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 95826 ' SEQN:229473 T19 EJAC Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1046.18620 Truss Label: D1 JAK / RTT 01/31/2019 I 3'10"3 H 3'10"3 T ;000000000 12 C •( T NED / N i ZoI A ,11 T D 1 3X5(61) 1 4' 1 H 1' I- 4' H 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 262 /- /- /134 /- /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 63 /- /- /34 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.21 ft HORZ(TL):0.004 D - - C 117 1- /- /43 /19 /- NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.205 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.124 D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 C Brg Width=1.5 Min Req=- Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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. ItEO PROp1 s S O�5 _GINq. IO 188294PE OREGON 1$ �/CY 14,20� ( e1e11 Tart Renewal 8/30/2020 01/31/2019 **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 87113 Component Safety Information,by TPI and SBCA)tOsafety 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 forpe rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, -.41‘1/4.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 BuildingComponents 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 Dro-fessronat epgineering responsibility solely for the design 8801 Folsom Blvd.,Suite 10' SEAN:229475 T2 EJAC Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1WI771750014 FROM:BB Qty: 4 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1045.14353 Truss Label: D2 JAK / RTT 01/31/2019 III 1.5X4 CD T T 12 N 6 - 9) B N Cp� A1r' F E III 1.5X4 3X5(B1) 4' -k I-- 1' I4' -� 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:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 264 /- /- /134 /- /49 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.002 F - - E 159 /- /- /82 /15 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:0.004 F Wind reactions based on MWFRS ( ) Mean Height:19.25 ft Code/Misc Criteria CreepFactor.1.5 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf E Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.199 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.112 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.146 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. itEo PROF�&A �5 �GINFF �O �!(f� 88294PE R Z9 • OREGON �► 'Z�Y,.,zee r, eeell Tars Renewal e,8012020 01/31/2019 "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)fosafety 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 forpermanent 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 Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc. wr shall not be responsible for any deviation from this drawing,any failure to build the K r, 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 essronal engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infomladon 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.org Sacramento,CA 95826 • ' SEQN:229477/ T3 / COMN Ply: 1 Job Number: 1118097 Cust:R R7175 JRef:1W1771750014 FROM:BB Qty: 2 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27130 Truss Label: E JAK / RTT 01/31/2019 6'6"4 12'6" 18'5"12I 25' F6'6"4 5'11"12 5'11"12 6'6"4 =4X5 D a T 12 6 V 1.1.5CX4 r 1.5p in ,0 o r� B F i• A as m as LT G Mil J I H - =4X5(B1) =3X5 =3X5 =3X5 =4X5(81) 1 25' 1 1' 8'6"3 I 7'119 _I 8'6"3 1' 8'6"3 16'5"13 25' 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 loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.096 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.199 J 999 240 B 1156 /- /- /527 /60 /110 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.041 H - - F 1156 /- /- /527 /60 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 21.37 ft HORZ(TL):0.086 H - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.9 TCDL:6.0 psf F Br Width=5.5 Min Re 1.9 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.568 9 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.609 Bearings B&F are a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.158 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:16.01.000.0327.15 B-C 403-1802 D-E 428 -1568 Lumber C-D 428-1568 E-F 403 -1802 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading B-J 1516 -258 I-H 1042 -113 J-I 1042 -113 H-F 1516 -266 Bottom chord checked for 10.00 psf non-concurrent bottom 301.5. chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-J 166 -429 D-H 551 -128 Wind loads based on MWFRS with additional C&C J-D 552 -128 H-E 166 -429 member design. mop PROA. 0�5 GtNe -13_,_ 83294PE1. OREGON 111` 41,LY14,28 0 "ell Tao.- Renewal 6/3012020 01/31/2019 "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 nal Component Safety Information,by TPI aSBCA)for safety practices prior to performing these functions. Installers shall provide temporaryrl (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, C as applicable. Apply plates o each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE NI E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,„WCOMPANY 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 prodfessng ional engineering responsibility solely for the des in shown. The sul&ibil and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI I S-ec.2. 8801 Folsom Blvd.,Suite 10- c......,.a,,,",: a cn6 fonnore .. oob oltes.-A r.r.e:-wavw:arptnelm.wral,-1 P www:lptrml..y.ooGA�www:buurruuaov. nFiw:warvr.a-. .0 `� e • SEQN:229504 T23 GABL Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1103.13050 Page 1 of 2 Truss Label: EG JAK / RTT 01/31/2019 I 6'8"4 12'6" I 18'3"12 I 25' I 6'8"4 5'9"12 5'912 6'8"4 I-1'10"-I-114"° p s----I----I(TyP) ffi X5 K T T 12 6 f X5 3X5 n .-- o B 00,., '(S) w1 (a) W5 T IL A , I L 6 _L L F ,. 9 L 9b:, J GN,, u 03X10(B12R) 1114X5 1111.5X4(0L)AE 1112X4 k3X10(B12R) (4()=5X7 r 25' i 1' I I I 6'8"4 5'9"12 5'9"12 6'8"4 I 1' I 6'8"4 12'6" 18'3"12 25' 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.123 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.281 I 999 240 B 2343 /- /- /5 /121 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.039 E - - T 1975 /- /- /6 /105 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.089 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.37 ft Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=3.9 TCDL:6.0 psf T BrgWidth=5.5 Min Req3.3 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.333 = Bearings B&T are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.552 RepFac:Varies byLd Case Max Web CSI:0.974 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:16.01.000.0327.15 B-G 191 -3924 K-0 131 -2747 Lumber Loading G-K 130-2768 O-T 162 -3386 Top chord 2x4 DF-L 2400f-2.0E Truss designed to support 1-0-0 top chord outlookers Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS and cladding load not to exceed 5.00 PSF one face Chords Tens.Comp. Chords Tens. Comp. Webs 2x3 HF#2:W1,W2,W3,W4,W5 2x4 HF and 24.0"span opposite face.Top chord may be notched Std/Stud: 1.5"deep x 3.5"wide periodically along top edge,only in the B-AK 3423 -165 AE-Z 2942 -136 area above the let-in studs.DO NOT OVERCUT.No knots or AK-AG 3397 -162 Z-T 2958 -138 Bracing other lumber defects allowed within 12"of notches. AG-AE 3396 -162 (a)Continuous lateral restraint equally spaced on Do not notch at plates,or in overhang or heel(first)panels. member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) Special Loads 301.5. Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) AK-G 648 -29 K-AE 1798 -81 TC:From 72 plf at -1.00 to 72 plf at 6.00 G-AE 61 -1206 AE-0 30 -664 TC:From 36 plf at 6.00 to 36 plf at 13.44 TC:From 72 psf at 13.44 to 72 plf at 26.00 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 13.44 BC:From 14 plf at 13.44 to 14 plf at 25.00 BC:f on r --4-plf-at-25J)0-to---ii-" TC: 184 lb Conc.Load at 3.96 co PRop BC: 60 lb Conc.Load at 2.00 ,�((, �. BC: 63 lb Conc.Load at 4.00BC: 159 lb Conc.Load at `QJ G N F �O BC: 428 lb Conc.Load at 13.4401 8.00,10.00,12.00 �,(� 83�EFR y 9 0„,..-- Plating Notes All plates are 1.5X4 except as noted. Wind OREGON Wind loads and reactions based on MWFRS. 1` vLcy 14 Zed► 0 Brace all exposed vertical surfaces for lateral *sell Tar..•` wind forces.Anchor the perimeter of exposed vertical surfaces.All diaphragms,braces,and con- (tenewd 6130/2020 nections shall be designed by the engineer of record. 01/31/2019 "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 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. 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 ,,,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,k,,, ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protwsionat 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. 8801 Folsom Blvd.,Suite 10' 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.orq Sacramento,CA 95826 SEAN:229504 T23 GABL Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1103.13050 Page 2 of 2 Truss Label: EG JAK / RTT 01/31/2019 Additional Notes Provide lateral wind bracing per Alpine wind 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,& GABRST101014 for gable wind bracing requirements. �Ep PROpSss 0p oGINE i0 LU 83294PE OREGON 'V ` t.14,2O WIWI Tao.-` Renewal 613W2020 01/31/2019 **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,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 oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANI,µCOMPANYtruss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing_of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of siPonall engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' v cr s u co www iccsa a oro aeeremento,CA 98028 -- SEQN:229502 T6 GABL Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1106.26430 Truss Label: FGE JAK / RTT 01/31/2019 4'5"4 I 15' I 17'6" I 23'5"12 I 30' 4'5"4 10'6"12 2'6 5'11"12 6'6"4 1I 8"'I 1 4• (TY =4M5 - - 05XN0 12 6 V \Ito r s, coo E fir 1,fr r,4,SP T2 B • /rrrr P II A r \O 1 3X5( // 3X7 =3X5 m3X5 =3X5 =5X55 B1) r 30' 1 11' I 13'6"3 I 7'11"11 8'6"3 11' 13'6"3 21'5'13 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.112 R 999 360 Loc R+ /R- /Rh /Rw /U /RL _ BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.282 R 999 240 B" 373 /- /- /139 /22 /27 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.057 R - - P 1559 /- /- /592 /74 /- EXP:B Kzt:NA HORZ TL:0.142 R - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 22.00 ft ( ) B B Width=65.5 Min NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 r9 Req=- Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.911 P Big Width=5.5 Min Req=2.6 BCDL:4.2 psf Bearings B&P are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.921 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.253 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-E 2 -429 N-O 471 -2256 Lumber T2:Brace interior top chord and support lower E-M 127 -451 O-P 445 -2571 Top chord 2x4 HF#2:T2 2x6 HF#2: roof with a sistered truss at the edge of lower roof. Bot chord 2x4 HF#2 Anchor the perimeter of exposed vertical surfaces. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x3 HF#2:W1,W4 2x4 HF Std/Stud: All diaphragms,braces,and connections shall be Chords Tens.Comp. Chords Tens. Comp. :W2,W3 2x4 HF#2: designed by the engineer of record. U-T 4453 -526 S-R 1575 -121 Plating Notes (S)2x4 x 6'0"HF#2 or better field applied T-S 1575 -121 R-P 2174 275 All plates are 1.5X4 except as noted. scab required to allow notches 1.5"deep.Align scab 1.5"below top edge and attach to one Maximum Web Forces Per Ply(lbs) Loading face of truss with 10d nails(0.128"x3")at 6"o/c. Webs Tens.Comp. Webs Tens. Comp. Truss designed to support 1-0-0 top chord outlookers U-AC 514-2281 T-N 763 -139 and cladding load not to exceed 5.00 PSF one face AC-T 183 -688 N-R 606 -138 and 24.0"span opposite face.Top chord may be notched AC-N 447-2020 R-O 175 -571 1.5"deep x 3.5"wide periodically along top edge,only in the area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. Maximum Gable Forces Per Ply(lbs) Do not notch at plates,or in overhang or heel(first)panels Gables Tens.Comp. or first panel left of N. _E-U -133--508 -- Bottom chord checked for 10.00 psf non-concurrent 03 - "GFF bottom chord live load applied per IRC-12 section 301.5. o0 �oG i ll4. svO Wind LLj 88294PE Wind loads based on MWFRS with additional C&C le member design. Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs require 'A N. Ddb C reinforcement at 70%of the length tabulated for 2X4 (/8 11.14,R �0 studs of the same grade. Begg Tar See DWGS A12030ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing Renewal 613012020 requirements. 01/31/2019 "'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,shiipping,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 properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Applplates 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ON 17W 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 proressionat engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For mom information see this lob'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 95826 • • SEON:229482/ T5 / COMN Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1W1771750014 FROM:BB Qty: 16 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27505 Truss Label: F JAK / RTT 01/31/2019 7'9"4I 15' I 22'2"12 _I 30' T9"4 T2"12 7'2"12 7'9"4 .5X5 D 6 V12 I.1.5X4 \Ikea C to in B F in 1 04X5(B10R) =3X5 =3X5 =3X5 a 4X5(B10R) A. 30' 1 1' I 10'2"3 I 9711 -1 10'2"3 11 107'3 19'9"13 30' 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:21.2 Ce:1.1 VERT(LL): 0.134 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.278 H 999 240 B 1372 /- /- /623 /79 /129 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.055 H - - F 1372 /- /- /623 /79 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.115 H - - Wind reactions based on MWFRS Mean Height:22.00 ft B B Width=5.5 Min NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 r9 Req=2.3 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.859 F Brg Width=5.5 Min Req=2.3 TPI Std:2007 Max BC CSI: 0.826 Bearings B&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.246 FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:AnyChords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 475-2201 D-E 504 -1916 Lumber C-D 504-1916 E-F 476 -2201 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading B-J 1859 -308 I-H 1265 -134 J-I 1265 -134 H-F 1859 -315 Bottom chord checked for 10.00 psf non-concurrent bottomchord live load applied per IRC-12 section 30Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-J 195 -503 D-H 659 -150 Wind loads based on MWFRS with additional C&C J-D 659 -150 H-E 195 -503 member design. `i EO PROFS tft p��G%Neo 1 83294PE 41 5io OREGON "A` 'lLY 14,20� 0 'Sell Tao't Renewal 6/30/2020 01/31/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI 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 naid 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 Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ„�,,M,,,AN, truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracingmf trussesA seal on this drawing or cover pe e listing this drawing,indicates acceptance of processional enginesn'ng responsibility solely for the design shown. The sultability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8801 Folsom Blvd.,Suite 10' • .For mom lntomestlon ems this ieb'a Aenerernolee pale mid*Rae web ate t ALIMNC-w w.alpineltw:colrr TM:www.rprTra=SECA:www.socmaustrv.com:TCC:www.reesam.org Sacramselo,CA 95826 --.—_— SEQN:229509 T7 GABL Ply: 1 Job Number: 1118097 Cust:R7175 JRef: 1W1771750014 ' FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1112.14540 Truss Label: FSGE JAK / RTT 01/31/2019 I 15I 16'5"I4 23'3" I 30 15' ,'S"4 6'9",2 6'9" I'18" 11'4" (TYP') 4X5 N T (S) 12 - 6 V 3X7 m T3 W1 B - T T. A _ ? g U _3X5(///// // /// - s _ 7 v =3x5(B1) 1' I 23'3" I 6'9" I 23'3" 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.040 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.119 P 999 240 B* 169 /- /- /59 /8 /9 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 P - - T 739 /- /- /312 /54 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.00 ft HORZ(TL):0.065 P - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=203 Min Req=- Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.938 T Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf Bearings B&T are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.334 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.445 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 S-T 212 -870 Lumber (S)2x4 x 4'0"HF#2 or better field applied Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2:T3 2x6 HF#2: scab required to allow notches 1.5"deep.Align Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 scab 1.5"below top edge and attach to one Webs 2x3 HF#2 Mil 2x4 HF Std/Stud: face of truss with 10d nails(0.128"x3")at 6"o/c. W-V 665 -54 V-T 664 -54 Plating Notes T3:Brace interior top chord and support lower roof with a sistered truss at the edge of lower roof. Maximum Web Forces Per Ply(lbs) All plates are 1.5X4 except as noted. Anchor the perimeter of exposed vertical surfaces. Webs Tens.Comp. LoadingAll diaphragms,braces,and connections shall be designed by the engineer of record. W-S 259-1066 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceeTop chord may be notched Maximum Gable Forces Per Ply(lbs) 1.5"deep x 3.5"wide periodically along top edge,only in the Gables Tens.Comp. area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. N-W 134 -434 Do not notch at plates,or in overhang or heel(first)panels or first panel right of M or first panel left of S. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section t1► 301.5. s e 046 Wind G4 �GtP4 'b Wind loads based on MWFRS with additional C&C 83294PE 9 member design. Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 C studs of the same grade. 1` 'y�y 14 ?pc4 See DWGS A12030ENC101014,GBLLETIN1014,& *len Tan GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 01/31/2019 "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)Mrsafe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,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 B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, 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 MINI COMPANY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressionaf engineering responsibility solely for the design shown. The suability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.coin;TPI:www.tpinst.orq,SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:229484/ T9 / GABL Ply: 1 Job Number: 1118097 Cust:RR7175 JRef: 1WI771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27459 Truss Label: GGE JAK / RTT 01/31/2019 I6'9" I 13'6" H 6'9" 6'9" I—2'9"--I—1'4"—I =4X5 (TYP) F T 12 i0 P B J T A i U L 4 {] g {fa r. K 3X5(B1) m 3X5(61) F 13'6" I—i, I 13'6". 13'6" I 1 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:21.2 Ce:1.1 VERT(LL): 0.001 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 E 999 240 B* 117 /- /- /43 /13 /6 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.94 ft HORZ(TL):-0.001 C - - B Brg Width=162 Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.112 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.037 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.051 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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" 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 for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. op PROFFS Wind `y? OGINe . `.V0 Wind loads based on MWFRS with additional C&C O member design. 4 83294PE 9 Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. 1 r ` "bey 14 yed• 0 See DWGS A12030ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing eeell Tar'' requirements. Renewal 6130/2020 01/31/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI 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 Joint-Details, unless noted otherwise. Refer to ALPINE drawings 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 ,,,i,�y truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracing_of trussesAseal on this drawing or cover page COMPANY listing this drawing,indicates acceptance of protesslonai engineering responsibility solely r the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' ? m orrne trrfunnalion see ma IOUs general notes pale warless 40W MEW ALPINE:wWW.alpineRW.t IM;WI:ylwW.tpInsT.orp:SBCA:www.SkindusiN.com:ICC:www.iccsare.ord Sacramento,CA 9592E . SEQN:229486/ T8 / COMN Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27458 Truss Label: G JAK / RTT 01/31/2019 6'9" I 13'6" I 6'9" 6'9" LY 4X5(R1) �.CC' -r s 12 co 0 IN 'to a B D I A [1 lM E F =3XL5(B1) III 1.5X4 -=3X5(61) 13'6" 6,9" 6,9„ 1 I 1, 6,9" 13,6„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 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:21.2 Ce:1.1 VERT(LL): 0.013 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.027 F 999 240 B 667 /- /- /305 /26 /66 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 F - - D 667 1- /- /305 /26 /- EXP:B Kzt:NA HORZ TL:0.018 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.94 ft ( ) NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.740 D Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.346 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.117 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 249 -784 C-D 249 -784 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Tot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs2x4HFStd/Stud B-F 611 -104 F-D 611 -104 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. N5 �GINFF �O Lir 83294PE 9 OREGON 'A` l&%14,20#' 0 $sell Tan.- R011011/1111 6/30/2020 01/31/2019 **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)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.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. Apply plates 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ MAMMY truss in conformance with ANSI/TPI 1,or for handling,shiNOWppin ,installation and bracingof trussesA seal on this drawing or cover pa�•ge listing this drawing,indicates acceptance of processional engineerin responsbility solely for the design shown. The suiFability $801 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob'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 95826 • SEQN:229488/ T11 / GABL Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1WI771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27256 Truss Label: HGE JAK / RTT 01/31/2019 I--1'4"—{ (TYP) EF T 6 12 i ED � 1 (V m I W1 N I A 1 g 11 G _L r3X5(61) A 4' 7A H-1' I- H 4, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.031 I 999 240 B 303 /- /- /146 /103 /139 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 D - - G 187 /- /- /88 /95 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.018 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf G BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.162 Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.204 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.101 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2:W1 2x4 HF Std/Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outiookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord 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 for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. CEO PROA-4. Wind %, �GINFo �O Wind loads based on MWFRS with additional C&C (j0 832414PE member design. Right end vertical not exposed to wind pressure. Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 G$ rZLY 14,46 to studs of the same grade. left Tan See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing Renewal 6/80/2020 requirements. 01/31/2019 "'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 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 forpermanent 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 „r,rr,,, , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cone r page listing this drawing,Indicates acceptance of prosesalonal engineering responsibility solely for the design shown. T ulMilfy and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- Tor more mfbnnaeen see 011e lODS general noses page ails IN mese web 5188`ALPINE:wWw.alpineltwi.cdm;WI:www.Ipiiist.brg;SBCA:www.sbolndustry.com;)www.iccsafe.orq ^eTio,CA 99926 _— _-- • SEQN:229490/ T10 / MONO Ply: 1 Job Number: 1118097 Gust:RR7175 JRef:1WI771750014 FROM:BB Qty: 8 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27210 Truss Label: H JAK / RTT 01/31/2019 1111.5X4 CD T T 12 1 So zn B6 61A Fammill FE III 1.5X4 3X5(61) t 4' -A 1' 4, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl 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:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 264 /- /- /134 /- /41 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 F - - E 159 /- /- /82 /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.004 F - - Wind reactions based on MWFRS Mean Height:15.00 ft B B Width=5.5 Min Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 r9 TCDL:6.0 psf E Br Width=- Min Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.199 9 Req= BCDL:4.2 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.112 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.146 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. STT 7_w OL • "I G�5 �GINF� O 14j 88294PE R 9 OREGON pr (e_ `yLY 14,20� 10 eal'Tan' Renewal 6/3012020 01/31/2019 **WARNING'"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS CORNELIUSOR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted oherwise,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 ins lled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer 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 roir1WCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of prolessronaf 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 ANSIfTPI 1 Sect.indicates Folsom Blvd.,Suite 10' For more information see this lob'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 95826 SEAN:229492/ T24 / GABL Ply: 1 Job Number: 1118097 Cost:RR7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27209 Truss Label: ICE JAK / RTT 01/31/2019 5'9" I 11,6" 5'9" 5'9" I--17----1'4"-1 =4X5 -i- P%44.044446,44441%%144(TYP) 12 P\ 6 V i i Tro 53 i i num in I = i 1 s"" A i i I i i I i K 3X5(B1) w3X5(B1) I 11'6" H1'- I t16" I -1' 116" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI 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 L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 E 999 240 J" 117 /- 1- /43 /19 /6 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 R - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.69 ft HORZ(TL):-0.001 R - - J Brg Width=138 Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have fomes less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.110 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.017 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.040 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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" 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 for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. sp PROp*.a Wind Wind loads based on MWFRS with additional C&C (��� �IaGIWF ,Q OZ member design. 832g4PE 7 IC Additional Notes / Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 OREGON studs of the same grade. C See DWGS S12030ENC100815&GBLLETIN1014 for G IVO t4,20� 0 e gable wind bracing requirements. 8e11 Tao.- Renewal 8/80/2020 01/31/2019 "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,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)fo'r safety actices 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 ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer 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 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 protesawnaT engineerhw responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 10- -Formate 111fOrt118lImI see tt11S pO5 Sleneral fl0leb Page are II1888 weD 91Te3:"ALPINE:WWW.aromeaw.t:om;TPf:WWW.Tp3YS[.Otb:SBCA:WWW.SDCfndU30y.COm;ICC:W MN.ICC3are.OR1- 26 -- SEQN:229494 T4 COMN Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1107.35783 Truss Label: I JAK / RTT 01/31/2019 5'9" _I 11'6" H5'9" 5'9" 4X5 B T 12 .111.. T 6 V w ` ev l o0 in A C i 0 II . D R - E 3X5(B 1) III 1.5X4 --3X5(81) 11,6„ 1 5,9,1 59111' -H 5'9" 11'6" 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:21.2 Ce:1.1 VERT(LL): 0.010 E 999 360 Loc R+ /R- /Rh /Rw /U /RL_ BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.021 E 999 240 A 528 1- /- /223 /13 /52 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - C 603 1- /- /267 /22 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.014 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.69 ft Code/Misc Criteria Creep Factor.1.5 A Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf C BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.541 = Bearings A&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.249 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.098 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:16.01.000.0327.15 A-B 249 -657 B-C 234 -659 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-E 512 -118 E-C 512 -118 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. Ito PROFFS� vo x4 v46 ((/ 88294PE � OREGON 'A �Lr 14,20 0 ' wee!!Tar.c Renewal 8/30/2020 01/31/2019 **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 safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,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 B10, as applicable. AppTy plates 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the , ,,w , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,, ng of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro-fessronal 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. 8801 Folsom Blvd.,Suite 10' For more information see this lob'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 95826 • • "SEQN:229496 T25 COMN Ply: 1 Job Number: 1118097 Cust:R 7175 JRef: 1WI771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1044.25617 Truss Label: 11 JAK / RTT 01/31/2019 5'9" I 11'6" 5,9" 5'9" =4X5 B T 12 -, 6 go v ih a0 M A C 3X5(B1) III 1.5X4 3X5(B1) r 11'6" I- 59" 5,9„ I -1' 5'9" 11'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.021 E 999 240 A 528 /- /- /223 /13 /52 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - C 603 /- /- /267 /22 /- EXP:B Kzt:NA HORZ TL:0.014 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 19.69 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 A Brg Width=- Min Req=- TCDL:6.0 psf C BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.541 = TPI Std:2007 Max BC CSI: 0.249 Bearing C is 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 Fac:Yes Max Web CSI:0.098 Maximum TopChord Forces Per Plylbs ( ) 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.0327.15 A-B 249 -657 B-C 234 -659 Lumber Topchord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Tochrd 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-E 512 -118 E-C 512 -118 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. ���o PROFS 4, 83294PE R OREGON ii` GI, 14,20 d. C 88ell Tar's Renewal 6/30/2920 01/31/2019 "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)fbsafety practices pnor 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 bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE NEdrawings 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 ,f,r,,,,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-fesswnaf 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. 8801 Folsom Blvd.,Suite 10' _- -_ for mote mformenon see en lovsoenerat rotes page aro Mese weo mea:ALlhrat':www.alemenw.com;TM:www.lrmlat.org;Seen:www.sbdrrous e.wm;ICC:www.lcceefe.om Sacragnargo,CA 95826 , --- - SEQN:229498/ T14 / CALF Ply: 1 Job Number: 1118097 Cust:RR7175 JRef:1 W 1771750014 FROM:BB Qty: 3 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1310.27178 Truss Label: R1 JAK / RTT 01/31/2019 1'5" I 8,5,1 FI 1'5" 7'0"2 T 12 C ea E 3i1 4.24 V \\\1.5X4 •• 3X5 r•- \\\2X4 • • %1.5X4 o, B • • 011 A 1111 3X5 VIII I—1'5"--{ I 8,51 H 8'5"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce: - VERT(LL): 0.042 C 999 180 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.087 C 909 120 D 230 1- /- /1 /- /- BCDL: 7.00 Risk Category:II Snow Duration: - HORZ(LL): 0.017 C - - E 314 /- /- /6 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.036 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.1.5 D Brg Width=7.8 Min Req= 1.5 TCDL:6.0 psf EB Width=1.5 Min Req Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.420 = Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.000 Rep Fac:No Max Web CSI:0.000 Members not listed have forces less than 375# Spacing:0.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 1 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 E-C 588 -548 Lumber Top chord 2x4 HF#2 Bot chord Loading Hipjack supports 4-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. 4, 00 PROpk.. 0. G4,oGINE /04. 83294PE OREGON .A r4 '014,20� e greell Tao.- Renewal 6/30/2020 01/31/2019 "'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 property attached rigid ceiling. Locations shown forpermanent 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 Joint-Details, unless noted otherwise. Defer 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 At,,, CO,,,,,N,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,,, ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressronaT 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. 8801 Folsom Blvd.,Suite 10' 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.org Sacramento,CA 95826 • SEQN:229500 T21 CALF Ply: 1 Job Number: 1118097 Cust:R7175 JRef:1W1771750014 FROM:BB Qty: 1 Rvr side 2353 Ely B Rvsed roof DrwNo: 031.19.1107.42910 Truss Label: R2 JAK / RTT 01/31/2019 15" I 70"2 1'5 57"2 T C . 4.24 V \\\1.5X4 �.A( y ili E r • \\\1.5X4 TI \\\1.5X4 I A 3X5 H-1'5"-H TO"2 { 7'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce: - VERT(LL): 0.013 C 999 180 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.026 C 999 120 D 191 /- /- /- /9 /- BCDL: 7.00 Risk Category:II Snow Duration: - HORZ(LL): 0.005 C - - E 184 /- /- /- /4 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.011 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:19.06 ft Code f Misc Criteria Creep Factor.1.5 D Brg Width=7.8 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=1.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.202 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.000 Bearing D is a rigid surface. Spacing:0.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.000 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord Loading Hipjack supports 3-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. �itEo RROpS Cr GINEF i t� O ih 83294PE 9 .A OREGON ~4 SLY 14,20� 0 4'0011 Tan's Renewal 613W2020 01/31/2019 **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 SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA)for safe actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the 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 protessronar engln00Ang responsibility solely for the design shown. The suttabN and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' ___- - for more infem,etlorr see tits fob's gene=rotes cage and these wed sttBS ALref:www.alpmelw.com:m:vamet tnst0lt:SBCA:www.stdnaustN.com:ICC:WWW.lccsa n4 GableStud Reinforcer-lent Detail for Stucco Cladding ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orn 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ors 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4'L' Brace s (1) 2x4 'L' Brace s (2) 2x4 'L' Brace Rel(1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace sew Bracing Group Species and Grades Gable Vertical No S Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B {GGroup Atsoruce-PineMen-Fe #1 / *2 4' 0' 6' 10' 7' 1' 8' 1' 8' 4' 9' 7' 10' 0' 12' 8' 13' 1' 14' 0' 14' 0' 01 B2 Standard 12 Stud SPF #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 UStud 3' 10' 6' 9' 7' 0' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' O H F Standard 3' 10' 6' 2' 6' 7' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' Daualas Fir-Larch Southern Pine". a1 #1 4' 2' 6' 11' 7' 2' 8' 2' 8' 6' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0' 13 e3 —1 a SP #2 4' 0' 6' 10' 7' 1' 8' 1' 8' 4' 9' 7' 10' 0' 12' 8' 13' 1' 14' 0' 14' 0' and 1 Studstandard Sanford #3 3' 11' 6' 6' 6' 11' 8' 0' 8' 4' 9' 6' 9' 11' 12' 7' 13' 0' 14' 0' 14' 0' CLI DFL Stud 3' 11' 6' 6'' 6' 11' 8' 0' 8' 4' 9' 6' 9' 11' 12' 7' 13' 0' 14' 0' 14' 0' d Standard 3' 10' 5' 9 6' 1' 7' 7' 8' 2' , 9' 6' 9' 10' 11' 11' 12' 10' 14' 0' 14' 0' Group Bt 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' Men-Fir SPF #3 4' 4' 7' 8' 8' 1' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 111 t Btr L U HF Stud 4' 4' 7' 8' 8' 0' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' et OJ 0 Standard 4' 4' 7' 6' 8' 0' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' . .as Flr-Lara, . • Phalli= #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' IIIINET SP #2 4' 7' 7' 11 8' ' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 1=1111:31111111111 1:37 #3 4' 6' 7' 9 8' ' 9' 2' 9' 6' 10' 11' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB tStress-Kited Board). CJ DFL Stud 4' 6' 7' 9 8' ' 9' 2' 9' 6' 10' 11' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' wsweor 1x4 So.Pine use only Industrial 55 or Standard 4' 4' 7' 0 7' ' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 43 Stress-Rated Boards.Group B 4 #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 nay be used with these grades. d SPF #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! LJ U H FStud 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 uplift 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 bearing(5 psf IC Dead Load). #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 frost 4'0'ouNeckers d S P *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 1r plywood overhang. 1 W D F L 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' ` About Attach'L'braces with IOd(0.120'x3.0'vein)nails. '' Ir,Gable Truss .M B BE For CU V brain space nab at 2' ore '^/ in 18'end zones and 4'o.c.between zones. Pi .2 BEBFar(2)'L' n space'o. nags atee 3'oe Diagonal brace aptlaw �� in 18'end zones and 6'o.c.between zones. vertical length nay be _ ,00/°1°.-°1- 1111% doubled when diagonal 18' BE i ♦ 1'bracing nust be a nininun of 80X of web brace is used. Connect L 4'4, ;B member length. diagonal brace for 385111/ L' vol4 Gable Vertical Plate Sizes at each end. Max web Br ee A� total length is 14'. BEBE Vertical Length No SpUce eng i 2x4 DF-L e2 or"0,11Less than 4' D' 1X4 or 2X3 better diagonal r Greater than 4'0', but 2X4 brace Vertical length shown be! single 18' less than U'6' in table above. or double cut BE ' Greater than U'6' 3X4 4'J' '1 + Refer to cowman truss design For L c upper len at II UL-‘j14 U 11 4 4 H peak,splice,and heel plates. Connect alegaa at / / / / /on invous Bertp / / / Refer to the&uring Designer for conditions midpoint of vertical web. NIN ..u� • Refer to chart above for max ga• "BRID. At h. not addressed by this detoll. 1 wsemes.1�Jm Arm PILLOW All NOTES ml MS NeliMB 1 wNlmlTAMnw fuseau 11K IRM A.10 ALL coITR Tma INCLINING 15C BBTAIJIRS. 5 G1 N REF ASCE7-10-GAB12030 Tnuws raaw•axtrana ore h hM#atllg,lwxOq,"rt and Rifer a avec ° F4► D pfrollllow the latest edition of Rat wso 'wing' i arm. a�am•.r ..—: =0,.....,...... dfor safety ,Ic,/ 4� 'r 'a- DATE 8/3/15 Urd aez....ted oeheereb. teop dw•d ebsit ov�re- ..sty t d d:th,cio el e1.atl+ie and bttaw dad `V 83294PE w, shwa have a property attached rydd cpueblpa lat0stlwe slaw,far penerent Garet m•estrwint ter awes 4'./ 9 DRWG S12030ENC100815 shall haw YuaWd pr SCSI eec s B0.p ter 110,asapedw�e Apelrr pleas b aaeh ho truss end as ehsen above and en Vs Joint Details,=Toted noted oanrelsc ,�Al RINE Rifer te Ava�1605-z fx.anMtd plate OuMMens . Alpinp a dvWen of ITV L7vigwNMs Lr.shall net be. .,. . 11 fx deviation from AN 11VYODA#Mt4Y tide+'awing•any faeea a b d 15w trap in ar"°r'ce with*11/IPt l ter Fo hsnlo p 'h4rtw A . TOT. LD. 60 PSF Installation&Or'adng of mews OREGON e�A sealen�eanrt�eh�is drawing ter aver Ming Ws drawl?0ycates accspasm:of proreselwwd 13723 Riverporl Dove far-wry sir.�M.a- Y tine dNe�lm , �� Hv MarcReeig rr•pr Aand we t f ti SLY 14,20 • 13 Suite 200 far new 0warwwon iwe ills Juts general them Nral rates Page and all hetes. 8 , . ` Maryland Heights,M063043 AL/DE m.alpoensaaq T/rD weatplubrgl sic.ewef0e.laeserymrgl S7P wwwxcwfsorg 8e11 Tao MAX. SPACING 24.0 Renewal 8/30/2020 01/31/2019 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 Orr 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace 11 (1) 2x4 'L' Brace hl (2) 2x4 'L' Brace ■E (1) 2x6 'L' Brace NE (2) 2x6 2 ' Brace ■e Bracing Group Species and Grades' Gable Vertical No S Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al Spruce-PM-Flus Hen-Fir SPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' *1 / 112 Standard e2 Stud US P r #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 H FStud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' NM• •s Flr-Larch S• ., rn - s 0) #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 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' Standard 10.1137.91111111 Standard �I 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' d Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bl 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' Nen-Fir :p - 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' k1 litr itt - Y 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' \O1 O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' s 3'#1 5' 9' 9' 6' 9' 10' 11' 10' . .s Fb--Larch Southern Pbnees / SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' © 82 ON .--1 DFL #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' I' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Hoard). Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' r.isaior 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 #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 nay be used with these grades. d SPF #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' l3 U H FStud 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. OStandard 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 S 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 IC Dead Load). C5 #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Goble end supports load from 4' 0' outlookers (v-"(4 #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. 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' An 17 Attach 'L' braces with 10d (0.128'x3.0' min) nails. I: 111 For (1) 'L' brace. space nails at 2' ac. 1In 18'end zones and 4' o.c. between zones. Diagonal brace optbrw31E 31EFor (2) 1'braces space anis at 3' o cvertical l th na beT : In 18'end zones and 6' ac. between zones. doubled when diagonal BE �� 'L' bra ngm+st be a,alalia of 80X of web brace Is used. ConnectL � B nenber l th. diagonal brace for 3358at each end. Max web K Br ce � Gable Vertical Plate Sizes tal length 14'. 11(31E Vertical Length No SllurLess than 4' 0' 1X4 or 2X3 l r Greater than 4' 0',but2X4 6' Vertical length shown18' less than Il' 'h table above. Greater than ll'6' 3X4 L. 1 O + Refer to cordon truss design for ' / upper end 4 4 4 4 4 4 I I F: peak, splice, and heel plates. i �/ / / / /on 'ftlnuous' Bearing / / Refer to the Building Designer for conditions Correct diagona at 'R R e nth. not addressed by this detaL midpoint of vertical web. ' Refer to chart above for max r'. v T FUR/69111U �TO ILL� ACCTS �,IE P TM 0 laC,INF0 `rip REF ASCE7-10-GAB12015 follow Trusses latest WNW of Irequire initreme�CSI hCHu Cubing Component handling, Infer malar.talling�iPI and �f`aarr•safety to �l0 `i tb•w p+�b h «++w th.e.fv.auo,wI -.--- erg B32g4Pe DATE 10/01/14 rated ou.erelee eop ahoy+shd hew p.•aper•ly Witched structural ams bottom chore DRWG A12015ENC101014 ver shall have a e r attached rigid ceth i o OW,slain far penwnent lateral restrw t of webs shall haw per fCSi tfor.s 13,"Jere;Hao,as eppunble. Applyy plates b rad.face AA� I of tr.ss ens as slaw,,above end on the Joint Detals,unuss noted otherske. L.P NE Refer to drawings NI/A-Z for standard plate positions. MAY,,,a AMA,"of ITV DAWNS CagaMnts amp Inc.shwa not be responsible for deviation from OREGON AN 111N COMPANY this drawing,any failure to bad the truss In conform=with MIST/TPI 1,or for arming.shipping, AX. TOT. LD. 60 PSF installaA sealloonr ide dribblebradiN e or aewr Wag)ills d•aabi,indicates acceptercr of p afessbrol 11 .z,''LY 14,2O to ve for�tvrre-v le to re f ty x t Besigee yorr NIS/IPPT Seems. 11" 8 o'` 13re89LakefrontEinve EaMo83045 Far'more information see urs Job's general tease web estee �"Ta MAX. SPACING 24.0' ALPDO www.atlhinetteaap TPB weatphstargi SBCM cr•lp ICC,mJccsafaor•g pem-el i"0•2'20 01/31/2019 CLR Reinforcing Member 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, # %ip Apply to either side of' web narrow face, Attach with 10d (0.128'x3.0',min) nails I at 6' o.c. Reinforcing member is Notes: a minimum 80% of web member length. This detail is only applicable for changing th specified CLR shown on single ply sealed designs to T-rein orcement or L-reinforecement or scab reinforcement. . Alternative reinforcement specified In chart below may be conservative. nue For minimum alternative reinforcement, re-run design with appropriate reinforcement type. X X T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. IM Attach with 10d (0.128'x3,0',min) nails -_- 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 Scab 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. (30 Center scab on wide face of web. Apply (1) scab to each face of web. I. ixEv PROp4 s,6, =memo=RGD ANS FOaW uj.ISMS of THIS DI wus �� G 1 N F . e.mlOtTANTw rusaa,mss IIRAv3s TI Au=TRACTORS INCuloss TIE INSTALLERS !� F LL PSF REF CLR Subst. Trusses require extreme are In febrloetbp,handling, and Revs tb and t(/ 83294PE 'r 1 follow the latest w p of ce�.++of Component ars"vise* TPI SDCA)f PSF DATE 10/01/14 IMies noted ol$.. .,tap lord shell hay.p�Dertftnsy att.d,ed,t r¢t d.--;:a...—=bottom chord ., shall have a Properly attached Db�, Lerewrse sio.rr:car pernanent literal re,traert of webs B DL PSF DRWG BRCLBSUB1014 Alp—, shall hive trsue beawd per abo oe tiSne DD, J 0/r Die, appN ble. d olhe to B' LL PSF ,� 1 N of true,.nd,podpon as,loin obey.ted an the Jatht Dela.,.�er1 ragd — Refer to*e bps I60A-z far standard plate paslMore. OREGON Alpine,•division of ITV Ming CoMdwnt'S's Inc shall not be re.,.... ble far any deviation frau ,est 'DT, LD. PSF AN ITN/CO 1PANY Installation drawing, berry fing ailure the trues In . rmarce with ANSI/TPI L or for ranaep.shipping,trusses. r "L(Y 14,Z0� A seal an this drawing or cover Rstbp tide dawitr Indicate'acceptance of professional �/ , ` fa�toi ere ypa eoiiy edit Milne a 0/r /WI 1 Seca.'~e" 88@11 Tao DUR. FAC,1338 — EarthCity, M Lakefront Drive Fa,more Information se*this Jets general notes pope end thew web'Item Earth City,MO 83045 ALPINE.wwwalpineltacosu try mtpeetaryr SDCA,sw.sbeerdustryarpl Ica wwJecwfearD RentrwaI 6/30/2020 SPACING 01/31/2019 1 Gable Stud Reinforcement Detail 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 = 1.00 Or' 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace a (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace Cl CI) 2x6 'L' Brace a (2) 2x6 'L' Brace Cl Bracing Group Specks and Grades' Gable Vertical No S Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al Spr FMn-Fir P F #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' �e-PNie-Fh CD U S #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' »1*3•2 StStudrd *2 Stud *3 Standard Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' o H 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 Pintas* W #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' **3d Stud3 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' S Standard Standard NN4- 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 Bl 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 H.) SPF #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 11 & Htr - u HF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 O Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' • .as Fir-Larch • PIneca #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' MINE-2. :IiINET a S P #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 01 ° DFL Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH my(StIns-Rated Board). Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' mor 1x4 lSStress-Rated use aIndustrial r5or Industrial 45 Boards. Group B; -Q #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 _ 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! LJ u criterion Is L/240. O 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 cornectbns 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' auttookers #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. X (ti(--I 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 About Attach 'L' braces with IOd (0.126'x3A' min) nags. li 31E For (I) 'L' brace' space nails at 2' ac. /V / P11%44._ In 18' end zones and 4' ac. between zones. gonal brace option **For (2) 'L'braces space Halls at 3' os length nay be T In 18'end zones and 6' o.c. between zones. ed when diagonal 18' �# 'L' bracing must be a minimum of 80X of web is used. Connect L fr� :� member length gonal brace for 3851 'L' teach end. Max webBr ce AGable Vertical Plate Sizes tai length is 14'. `� 4%. • Vertical Length No Splice 2 or ' Less than 4' 0' 1X4 or 2X3 onal r ; 4411._ Greater tFan 4' 0', but2X4 less than Vertical length showne 18' Great thanil166' 3X4 In table above. cut: at a�L. ..L N � . Refer to common truss design for 'I' up L U 1 ,�[(__4 4)71 4 peak, splice, and heel plates. / / / / /`^", ,s Bearing e / / Refer to the Building Designer for conditions Connect diagona at 0 not addressed by this detail { midpoint of vertical web 1 Refer to chart above for max '4 1 .th. aVA1Mges NEA/ME)FOLLDV ALL KITES ON 1195 DRAVIEE �/ Trusses. 7 MI EN fabricating,G toUkeeI1 TIE INSTMJ and bracing ef.r b end G�5 �liOG1Ne GZ REF ASCE7-10-GAB12030 follow the latest ween of ecu wsq Compa*nt Saf orma �t far safety �(/ �2 E 9 DATE 10/01/14 gra ices prior to per hrt hg these fuhcilons. installers shall provide r�M e=per 1CSL to UMess rnatw otl*rdse,tap chord shall have properly attaeMd sM+ctural shenuty and button dgrd •.� ., shall have a properly attached rri�dd Locations shush for p.rmanant sterol rw,t et of webs DRWG A12030ENC101014 / shall haw hswls led per DCS[sections b,17 or 110,as bqe, Apply plebs b weh face •` 1 i P 0 N la R f�ddrso 160�Z for�sb.�dardplplate Joint DebS,,viers raid atMMee. — Alpine,a division of IVVDISdnQ Co ponents Group Inc.shall not be responsible for rhy deviation from OREGON /141 this drawing,any fable to bAd the tens In oaMornance el h MISI/TPI L or for hand '.shaping, installation sal albs*,*.or cover pepe t dieting lids dravinp,Indicates acceptance of professionalSLY 14, 4 zadb AX. TOT. LD, 60 PSF for amY et solely responabgty of the 1Wisv Designer per AN51/m 1ofSeca, droving �8eu T8►�'` 13389 Lakefront Drive For w e hformatlon see this Job's general notes and these web sibs Earth City,MO 63045 Myr,eiroalignellaocoov T►u waatv�tara sic, notes MD mlccsafearj ,,,,,,,,,, MAX, SPACING 24.0 01/31/2 9 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential l 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' maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014). on this detail. * Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128'x3',min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I N 4 lit 2X4 Blo king 01 1 16 nailed .0 45* sheathi g and �1�Itel each t uss r _ H ► __ l ►M® ill.III i®_®_r® . 2X4 DF-L #2 H/2 or better R diagonal brace. Attach each end for 560#. 111111tili 1 1 1 1 1 /�i�i�i�limmil�imij ! r , Gable Detail ' For Let-In Verticals Gable Truss Plate Sizes Syn.4 O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. Ii "A ()Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a singleplate that covers the total area of h4C3i, the overlapped plates to span the web. © © AO Examples 2X4 2X4 2X8 'T' Reinforcement Attachment Detail ,T. RMemmberorcing ,Tr Reinforcing Member IILVAIIIIiih2 Toe-null - Or - X End-Hall ' TI '=•11:111111Mem..i="illinlIMIllimminmellmmemili.A1 I><1 OO To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T• reinforced gable vertical 1Od 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, Shea. Toenailed Nailer speck, and grade of the 'L' reinforcing member. . , 1Od Common (0.148'x3',min) Toenails at 4' o.c. plus 4 Nail 1 CO toenails in the top and bottom chords. eb Length Increase w/ T Brace •T' I This detail to be used elth the appropriate 'T' Sine. 'T' Relnfor AIP gable detail for ASCE IEOr. Size Increase , -i Member �9 wind fond 2x4 30 X ASCE 7-05 Gable Detail Drawings Examples 2x6 20 Y. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Vind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Gable Nails Mean Roof Height 30 ft, Kzt 1.00 Truss Spaced At ASCE 7-10 R ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4 ac. A11515ENC100118, A12015ENC100118, A14015ENC100118, AI6015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) 30X 1.30 A11530ENC100118, A12030ENC100118, A14030ENC10011B, A16030ENC100118, (1) 2x4 'L' Brace Length 8' 7' AI803OENC100118, A2003OENC100118, A2003OEND100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, 512015ENC100118, 514015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, 511530ENC100118, 51203OENC100II8, 514030ENC100118, 516030ENC100118, 4 Nall ii ,'' S18030ENC100118, 520030ENC100118, S20030END100118, S20030PED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforced gable •l length. .Eo PROp1 .IF TAI lemon MS iR dD ARNIMIMI REAP NO m NJ.sv COMPACT=NOTES Ill PCM THE INSTALLERS. 0 (4.T.IRAVINSI 4P ..IG Flc,Q a REF LET-IN VERT Trusses require mime care in fabricating,handling, and Refer to and L(/ 88284PE follow the latest edtbn of SCSI guild*Component safety Information, 'MI and for safety 4 DATE 01/02/2018 practices prior to**,top thea functions. Installers ache provide sheathing _ng and Per n c / =Toted oMhereleb top chord sins!have properly attached structural alwamne ora I tan chord rd a. shall have•property attached n Ipld�lowticre dawn far permanent ester l resSraert of webs DRWG GBLLETIN0118 shall haw bra YwWta fCSI r Perna Apply plates to seal face of tress and as!Fain above era;the SJoht Details,udess i mired otlwr.w. /` 1 I P N Refer to drawl5M-z;horn Plate Pedtbrr OREGON Alpha h Voider of ITV Pii*io Conpawntsl frwo .VieS not be refpawble for deviatlon from ads avwinw any fewf to MAdtla tress in cont .lar AmsvTrl I.ar for h.r ,,I,bPir,t, A a,L4y as G AX, TOT. LD. 60 PSF installation&13723 Riveryort Drive A seal�oan�thYeaPh�,d,�na*.�or lisolely far the�stal�ig,this drawing,bdlo tes acceptance of professional 14,Za Suite 200 for irny strrrcare� is ties respond/Mg of the PPM*D7esigner he yAMNS'un� Seca. ''a'�0 @8@��j81�'-.� DUR. FAC. ANY _ Maryland Heights,MO 63043 For nom bNon+ation see thb;,lab's general notespage and these web sisiteste ALPDMtam O weaalleoomr Tfp tpeetorgl sick u ..r tryorgr ma wocaanarg R.n.wei 6/30/2020 MAX. SPACING 24.0' 61/31/2019