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Plans (3) 2 CEO PROPS ,��G S's Alpine,an ITW Company �� aGINFF NI) 8801 Folsom Blvd.,Suite 107 4/�-.,,-(6, 19575 41 y Sacramento,CA 95826 . r Phone:(800)877-3678(916)387-0116 / ALPINE' Fax:(916)387-1110 AN COMPANY 11/27/201' sacseals@itwbcg.com OREGON v � , .-'OLDWr Renews 6/30/2021 Site Information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 1019159 Job Description: -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot Address: 7674 Sw Hansen Ln ,TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 IntelliVlEWVersion: 18.02.01 through 18.02.01A JRef#: 1 WQK71750002 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 25.00-10.00-0.00-7.00 Building Type: Closed Floor Load(psf): None This package contains general notes pages,24 truss drawing(s)and 4 detail(s). Item Seal# Truss Item Seal# Truss 1 331.19.0842.06068 CG 2 331.19.0842.05522 C 3 331.19.0842.05476 CGE 4 331.19.0842.05521 B1GE 5 331.19.0842.05584 B1 6 331.19.0842.06036 B2 7 331.19.0842.05477 B 8 331.19.0842.05943 BG 9 331.19.1327.34357 D2 10 331.19.1327.36353 D1 11 331.19.1327.54823 D 12 331.19.0842.05803 A 13 331.19.0842.05912 AGE 14 331.19.0842.05756 GGE 15 331.19.0842.05478 G 16 331.19.0842.05788 El 17 331.19.0842.05586 E 18 331.19.0842.05771 EGE 19 331.19.0842.05585 F 20 331.19.0842.05787 11 G 21 331.19.0842.05865 11 22 331.19.0842.06021 I 23 331.19.0842.05991 H 24 331.19.0842.05958 R1 25 A12015ENC10101 26 A12030ENC10101 4 4 27 GABRST101014 28 GBLLETIN0118 Printed 11/27/2019 2:59:31 PM ♦ f 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 Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support 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 e r 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 L/defl value. L/defl = 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.orq. 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 • 1 SEQN:26049/ COMN Ply: 2 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T23 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.06068 Truss Label: CG BFR / GWH 11/27/2019 5 5 2 Complete Trusses Required 4'9"13 8'3"15 I 11'10" , 15'4"1 I 18'10"3 23'8" 4'9"13 3'6"1 3'6"1 3'6"1 3'6"1 4'9"13 III 567 D 4 12 C 8 4X8 lip E s 3X5 '-'--3X5 Lc)to B F ,i- ..... A I - III G M L K J I H 5X14(A1) 1114X5 =5X7 =8X8 .H0508 =4X8 1114X5 m5X14(A1) A 23'8" A 4'9"13 3,6"1I 3'6"1 3,6"1 3,6"1 I 4'9"13 4'9"13 8'3"15 11'10" 15'4"1 18'10"3 23'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.286 K 980 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 :VERT CL 0.476 K 589 240 Risk Category:I I VERT(CL): N 7019 /- /- /- /757 /- BCDL: 7.00 9 ry: Snow Duration:1.15 HORZ(LL): 0.079 H - - G 7212 /- /- /- /777 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.47 ft HORZ(TL): 0.131 H - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=3.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.785 G Brg Width=5.5 Min Req=3.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.785 Bearings N&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.814 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 A-B 946-8788 D-E 643 -5969 Lumber B-C 819-7613 E-F 815 -7570 C-D 643 -5969 F-G 943 -8763 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:HF Standard+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) :W5 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Nailnote A-M 8306 -892 J-I 7058 -758 M-L 8268 -888 I-H 8249 -886 Nail Schedule:0.120"x3",min.nails L-K 7097 -762 H-G 8286 -890 Top Chord:1 Row @12.00"o.c. K-J 7058 -758 Bot Chord:2 Rows @ 4.50"o.c.(Each Row) Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads M-B 858 -76 K-E 195 -1802 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-L 128-1174 E-I 1556 153 TC:From 71 plf at 0.00 to 71 plf at 23.67 L-C 1598 -157 I-F 130 -1200 BC:From 7 plf at 0.00 to 7 plf at 23.67 C-K 200-1853 F-H 858 -76 BC:1108 lb Conc.Load at 2.06,4.06,14.06,16.06 D-K 3507 -362 18.06,20.06,22.06 BC:1157 lb Conc.Load at 6.06,8.06,10.06,12.06 ��1ED PROF"ss Wind Wind loads and reactions based on MWFRS. 0�� r1C'INFF� �0 19575 7 1 %.s*„1"" OREGON 9ROiLD W9 3' Renews 6/30/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsofo *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Oregon,Inc. 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 ofherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Applates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to A PL I 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 µ� �� 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 proessronal engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 v SEQN:244239/ COMN Ply: 1 Job Number: 1019159 Gust:R7175 JRef:1WQK71750002 T1 FROM:BB Qty: 6 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05522 Truss Label: C CY / GWH 11/27/2019 6714 11'10" 17'4"2 23'8" H 6'3"14 I 5'6"2 I 5'6"2 I 6'3"14 4X5 D —1- 12 12 4 p %1.5X4 II or 1.5X4 C E P n iii .\. : i�v -vB FA _ G J •I H 4X5(B1) =3X5 3X5 3X5 =4X5(81) r 23'8" --� 1' 8,1"15I 7'4"3 8'1"15 I 1' 8'1"15 15'6"1 23'8" 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.166 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.279 D 999 240 B 1082 /- /- /446 /104 /46 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.054 H - - F 1082 /- /- /446 /104 /- EXP:B Kt:NA :0. Des Ld: 42.00 Mean Height:20.31 ft HORZ(TL) 091 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.8 TCDL:4.2 psf F BrgWidth=5.5 Min Req1.8 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.639 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.810 Bearings B&F are a rigid surface. RepFac:Yes Max Web CSI: 0.275 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:18.02.01.0118.17 B-C 599-2175 D-E 557 -1905 Lumber C-D 557-1905 E-F 598 -2176 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard: Chords Tens.Comp. Chords Tens. Comp. Loading B-J 1990 -509 I-H 1414 -327 J-I 1414 -327 H-F 1990 -513 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C-J 169 -410 D-H 539 -122 member design. J-D 539 -122 H-E 169 -410 �� p PROF-sfts G;5 aGtWe . 7o'b 19575 9 Ar 1 OREGON 9,s? , SP°&DWN Renews 6/3012021 **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 CO3)357US OR 97113 Component Safety Information,byt TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 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 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 AN MN COMPANY truss 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 pro esstona 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 Sgec.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.org Sacramento,CA 95826 e r SEQN:244237/ GABL Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WOK71750002 T2 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05476 Truss Label: CGE CY / GWH 11/27/2019 11'10" 23'8" I 11'10" I 11'10" H-2,6„ I 1,4„H (TYP) =4X5 -r 12 -e T 4 ' ' L/ F 9, to f� v -v IIIIH A B��d MI .'�`, S in II i I � I =3X5(B1) AJ AF AE AB -3Z '' =3X5(B1) r 5,9" 1 3'9" 1 2' 1 8' 1 1'I I- 238 _I 1' -I 23'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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/defl LJ# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.057 Al 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.102 Al 744 240 g 420 /- /- /165 /46 /52 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 C - - AJ*229 /- /- /80 /25 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.31 ft HORZ(TL): 0.040 C - - AB*124 /- /- /42 /7 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 R* 221 /- /- /90 /25 /- TCDL:4.2 psf AE /-181 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.292 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.445 g Brg Width=9.0 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.087 00/4 AJ Brg Width=45.0 Min Req=- Loc.from endwall:Any FT/RT:2( ) ( ) AB Brg Width=96.0 Min Req=- GCpi:0.18 Plate Type(s): R Brg Width=26.0 Min Req=- Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Bearings B,AJ,AB,&T are a rigid surface. Lumber Members not listed have forces less than 375# Top chord 2x4 DF-L#1&Bet. Maximum Gable Forces Per Ply(lbs) Bot chord 2x4 HF#2 Gables Tens.Comp. Webs 2x3 HF#2 F-AF 124 -425 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C p PROF member design. .(��te �`rS Gable Studs 0�5 tG%NE• �0 Provide lateral wind bracing per Alpine wind bracing 19575 details or per engineer of record.2X3 studs require %r reinforcement at 70%of the length tabulated for 2X4 t low-Ar!studs of the same grade. / Additional Notes 0 OREGON See DWGS A12030ENC101014,GBLLETIN0118,& '9 'ms's.20,'199° GABRST101014 for gable wind bracing and other Tp. 0 W.1A�' requirements. Renews 6/30/2021 **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)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 proppefly attached rigid ceiling Locations shown for ermanent 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 JoinfrDetails, unless noted otherwise. (tefer 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 µr,,,CO,,,PAn, 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 esslona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 4 a SEQN:244234/ GABL Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WQK71750002T9 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05521 Truss Label: B1GE CY / GWH 11/27/2019 13'3" I 26'2"12 13'3" 12'11"12 I1'4" 2,7„ (TYP) =4X5 K T r� -r 12 4 p P ;:r o B , T A a 3 J L J U - 0 4 T 1 ��--------/�������.------->-------------����� AL 3X5(81) M Y X 5X5 1113X5(82) A 26'2"12 A 1' I 26'2"12 26'2"12 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.059 U 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.108 U 700 240 B* 123 /- /- /43 /11 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.025 S - - AL 313 /- /- /122 /31 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.047 S - - Y /-157 Mean Height:20.54 ft Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.302 B Brg Width=246 Min Req=- TPI Std: 2014 Max BC CSI: 0.464 AL Brg Width=8.8 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearings B&AL are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.090 FT/RT:2 Members not listed have forces less than 375# 0/4 0 Loc.from endwall:Any ( ) ( ) GCpi:0.18 Plate Type(s): Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord may be notched 1.5"deep X 3.5" X-P 151 -436 Top chord 2x4 DF-L#1&Bet. at 48"o/c along top edge.DO NOT OVERCUT. Bot chord 2x4 HF#2 No knots or other lumber defects allowed within Webs 2x3 HF#2 12"of notches.Do not notch in overhang,(NNL), or heel(first)panels. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Gable Studs p PROF Provide lateral wind bracing per Alpine wind bracing 4:3e IcS+S details or per engineer of record.2X3 studs require 5 IN reinforcement at 70%of the length tabulated for 2X4 (g l�G FF,Q OZ studs of the same grade. 19575 9 Additional Notes A r10-See DWGS A12030ENC101014,GBLLETIN0118,& 1 Aim / GABRST101014 for gable wind bracing and other OREGON requirements. ./ I'9 20,,ems A. via. W"0- Renews 6/30/2021 **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 (503)357 and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary -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. 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 ANEW 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 essronar engineering responsibility solely for the design shown. The suitability and use o 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 job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 f SEQN:244232/ COMN Ply: 1 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T13 / FROM:BB Qty: 8 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05584 Truss Label: B1 CY / GWH 11/27/2019 7'0"6 13'3" 19'5"1026'2"12 I' TO"6 6,7,10 I 6,7,10 I 6,9"2 -5X5 D ii -1- 12 4 "1.0 4 1.5EX4 \ ;o o B F _ Ama LL1 EM Biu i 4X5iB1) =3X5 =3X5 =3X5 B2 =5X5(62) A 26212 1 1' I 9'1"4 8,3"8 -I 8'10" I 9'1"4 17I '4"12 26'2"12 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/deft u# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.210 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.356 G 879 240 B 1199 /- /- /493 /117 /46 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.068 G - - F 1108 /- /- /466 /104 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL): 0.116 G - - Wind reactions based on MWFRS Mean Height:20.54 ftCode/Misc Criteria CreepFactor:2.0 B Brg Width=5.5 Min Req=2.0 NCBCLL: 10.00 TCDL:4.2 psf F Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.764 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.984 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.316 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:18.02.01.0118.17 B-C 675 -2473 D-E 640 -2145 Lumber C-D 625 -2162 E-F 689 -2454 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Webs 2x4:HF Stud+HF Standard: Chords Tens.Comp. Chords Tens. Comp. :Rt Wedge 2x4 HF Stud+HF Standard: B-I 2266 -595 H-G 1590 -384 Loading I-H 1590 -384 G-F 2247 -591 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-I 187 -465 D-G 606 -135 Wind loads based on MWFRS with additional C&C I-D 619 -138 G-E 190 -469 member design. 4-hep PROFSSS C95 aG%NFI,4. HOZ 19575 9 r i Ar 14 u I OREGON '9dio0LD W NVQ, Renews 6/3012021 **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 S fety Information,byTPI 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 bottomhord shall have a properly attached riqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nWCOMPANY 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 engineeringresponsibility solely for the design shown. The su'ability 8801 Folsom Suite 10. and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Sac1a Folsom CA Blvd.,Suite For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org • SEQN:26045/ COMN Ply: 1 Job Number: 1019159 Gust:R7175 JRef:1WQK71750002T7 / FROM:BB Qty: 4 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.06036 Truss Label: B2 BFR / GWH 11/27/2019 7'0"6 13'3" 19'5"10 26712 { H 70 6 6,2"10 I 6,2"10 I 6'9"2 5X5 D T ii 12 4 V 1.C 4 i'1.5EX4 ,- \ / -v ino B F =4X5 1) =3X5 =3X5 =3X5 62 =5X5(62) r 26712 j 1' I 9'1"4 I 8,3"8 I 8'10" 9'1"4 17'4"12 26'2"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.217 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.384 G 816 240 B 1249 /- /- /493 /117 /46 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.068 G - - F 1158 /- /- /466 /104 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.120 G - - Wind reactions based on MWFRS Mean Height:20.54 ft B Br Width=5.5 Min Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 9 q= Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.962 F Big Width=- Min Req=- BCDL:4.2 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.998 RepFac:Varies byLd Case Max Web CSI: 0.335 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 676-2631 D-E 639 -2300 Lumber C-D 625-2321 E-F 688 -2605 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 :B2 2x4 HF#1&Bet.: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Standard+HF Stud: B-I 2414 -596 H-G 1698 -384 :Rt Wedge 2x3 HF#2: I-H 1698 -384 G-F 2388 -591 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-I 189 -468 D-G 628 -135 Truss supports 200#mech unit;unit centered at I-D 658 -138 G-E 189 -468 13-3-0;supported by BC;unit width 2-0-0;supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. C9y �GIrNq. ./0Z 19575 9 r 1 OREGON .90. , •%"-0DW "# Renews 6/3012021 **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)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 for ermanent lateral restraint of webs shall have bracinginstalled 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 A 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,rr�,,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 esstonar 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 Sgec.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 4 SEAN:244230/ COMN Ply: 1 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T6 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 313713 6"HEEL lot DrwNo: 331.19.0842.05477 Truss Label: B CY / GWH 11/27/2019 70"6 13'3" 19'5"10 26'6" t- I7'0"6 6'2"10 6,2"10 I 7'0"6 5X5 D 11 12 4 p 1.5X4 ,e 1.5X4 C E v o .n B F i„ A G _ _/.. - G -- __ _ _I__ J I H 4X5(B1) =3X5 3X5 3X5 =4X5(81) A 26'6" -A 1' 91"4 8'3"8 91"4 1' [ I- 9,1"4 17-I '4"12 I- 26,6" 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.208 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.351 D 894 240 B 1203 /- /- /494 /118 /51 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.068 H - - F 1203 /- /- /494 /118 /- EXP:B Kzt:NA HORZ TL: 0.114 H - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.54 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req=2.0 TCDL:4.2 psf F BrgWidth=5.5 Min Re 2.0 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.741 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.911 Bearings B&F are a rigid surface. RepFac:Yes Max Web CSI: 0.318 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:18.02.01.0118.17 B-C 668 -2482 D-E 622 -2170 Lumber C-D 622 -2170 E-F 668 -2482 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 Stud+HF Standard: Loading B-J 2274 -570 I-H 1601 -365 J-I 1601 -365 H-F 2274 -575 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. _ Wind loads based on MWFRS with additional C&C C-J 187 -473 D-H 624 -138 member design. J-D 624 -138 H-E 187 -473 ����0 PROpS`SS c?' txG 1 N F�� 'OZ 19575 9 • i %r OREGON �"OL.D,W W. N� Renews 6/30/2021 '*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 bracinginstalled per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN 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 ro essronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 1107 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 a SEQN:244228/ GABL Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1 WQK71750002 T10 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05943 Truss Label: BG JAK / GWH 11/27/2019 5'3"8 + 9'3"4 + 13'3" + 17'2"12 ', 21'2"8 ', 26'6" 5'3"8 3'11"12 3'11"12 3'11"12 3'11"12 5'3"8 I--2.6"--I I-2'8" I (TMP 1 2'8"-H 1-2'8"-I 1.--2 8"-H 8 2' "---1 4X51) .K' q V 4H 5 3XN5 � I ,3X5 „��A''illi ... 11 IPIQ _ o:/i4103X12(B12R) ...„0 ) I\: /I % \ i k3X10(B12R) rn // ! � � W9 AI _ : _ t NI rv'; l t , Uy , BD--- AK AH AE AB M B2 X =3X5 =4X8 =3X5 6X6(++) A 26'6" 1 I 1' 5'3"8 I 3'11"12 I 3'11"12 I 3'11"12 I 3'11"12 I 538 _I 1 5'3"8 9'3"4 13'3" 17'2"12 21'2"8 26'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.226 AG 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.404 AG 778 240 BD 2396 /- /- /- /189 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 V - - T 1868 /- /- /- /155 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL: 0.107 V - - Wind reactions based on MWFRS ( ) NCBCLL: 10.00 Mean Height:20.54 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 BD Brg Width=5.5 Min Req=3.9 T Brg Width=5.5 Min Req=3.1 Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2015 Max TC CSI: 0.425 p Bearings BD&T are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.898 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.935 Members not listed have forces less than 375# 0/4 0 Maximum Top Chord Forces Per Ply(lbs) FT/RT:2 Loc.from endwall:not in 4.50 ft ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 B-E 403-5491 K-N 258 -3457 Lumber Gable Studs E-H 346-4729 N-Q 299 -3985 H-K 258-3494 Q-T 326 -4277 Top chord 2x4 DF-L 2400f-2.0E Provide lateral wind bracing per Alpine wind bracing Bot chord 2x6 HF SS:B2 2x6 HF#2: details or per engineer of record.2X3 studs require Webs 2x3 HF#2:W1,W2,W3,W4,W5,W6,W7,W8, reinforcement at 70%of the length tabulated for 2X4 Maximum Bot Chord Forces Per Ply(lbs) W9 2x4 HF Stud+HF Standard: studs of the same grade. Chords Tens.Comp. Chords Tens. Comp. Special Loads Additional Notes B-AK 5147 -375 AB-AA 3727 -278 AK-AH 5124 -372 AA-X 3996 -301 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) See DWGS A12030ENC101014,GBLLETIN0118,& AH-AE 4383 -321 X-T 4002 -302 TC:From 71 plf at -1.00 to 71 plf at 4.06 GABRST101014 for gable wind bracing and other AE-AB 3727 -278 TC:From 36 plf at 4.06 to 36 plf at 13.25 requirements. TC:From 71 plf at 13.25 to 71 plf at 27.50 BC:From 4 plf at -1.00 to 4 plf at 0.00 (S)2x4 x 6'0"DF-L 2400f-2.0E applied Maximum Web Forces Per Ply(lbs) BC:From 7 plf at 0.00 to 7 plf at 11.44 scab required to allow notches 1.5"deep.Align Webs Tens.Comp. Webs Tens. Comp. BC:From 14 plf at 11.44 to 14 plf at 26.50 scab 1.5"below top edge and attach to one E-AH 54 -768 K-AE 1689 -113 BC:From 4 plf at 26.50 to 4 plf at 27.50 face of truss with 10d nails(0.128"x3")at 6"o/c. TC: 178 lb Conc.Load at 3.96 AH-H 878 -60 AE-N 51 -640 BC: 58 lb Conc.Load at 2.00 H-AE 107-1498 BC: 151 lb Conc.Load at 4.06,6.06,8.06,10.06 BC: 479 lb Conc.Load at 11.44 Plating Notes All plates are 1.5X4 except as noted. •41.EO PRo1 . (++)-This plate works for both joints covered. O�5 •G I NESes /Oy Loading 19575 9 Truss designed to support 1-0-0 top chord outlookers %' and cladding load not to exceed 5.00 PSF one face I✓rt�u' and 24.0"span opposite face.Top chord may be notched 1.5"deep x 3.5"wide periodically along top edge,only in the OREGON area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. '9 '''Ort.20.19 'r Do not notch at plates,or in overhang or heel(first)panels. "OL o w"vv- Bottom chord checked for 10.00 psf non-concurrent live load. Renews 6/3012021 **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 fabricatinghandling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS03)357OR 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 o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wm„cor,,w,NY 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 ro esstonaf engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 101 and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 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 SEAN:29452 COMN Ply: 1 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T27 FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.1327.34357 Truss Label: D2 BFR I GWH 11/27/2019 4'9" 9'6" _ 11'5"8 4I ,9" "- 4,9" 1,11„8 H .4X5 D T3X5 EF i 12 i� T 4 03X5 C to Cr m 1.5X4 0 B -v T A �ni 141 J' I HG 1113X5 =3X7 1113X5 1 11'5"8 A H 1' 9'6"' ” I 1'11"8 I 96 11'5"8 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.013 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.022 C 999 240 J 563 /- /- /267 /15 /47 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 H - - G 488 /- /- /219 /27 /- EXP:B Kzt:NA Des Ld: 42.00 - HORZ(TL): 0.008 H - - Wind reactions based on MWFRS Mean Height:15.00 ft J BrgWidth=5.5 Min Re NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.287 G Brg Width=- Min Req=- TPI Std: 2014 Max BC CSI: 0.647 Bearing J 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: 0.333 Maximum Bot 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:18.02.01A.0205.19 J-I 500 -258 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: J-C 171 -541 E-H 227 -533 Loading I-E 478 -194 Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. -c# PROpFSS GINF �O 0 a 19575 �� y • %r I OREGON 9 . ��'r -1 OL Renews 6130!2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! miss 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 SCSI.Unless noted olherwise,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 oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' P 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 *N RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of roTessronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 t F SEQN:29454 COMN Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WGK71750002T4 FROM:BB Qty: 3 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.1327.36353 Truss Label: D1 BFR / GWH 11/27/2019 4'9" 9'6" 11'6'8 19' I' 4,9" 4,9" I 1,11„81 7,6„8 6X8 D 4 12 r 011.5X4 3X5 C ro yr 1111.5X4 F B ( A II _ G is 1 I a =3X5(B1) 1 K J HI 1113X7 =3X10 =6X8 1111.5X4 19' 9'6” 111"8 7'6"8 F 1' I- 9,6,E -I- 11,5„8 I- 19' 1 1'"I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.079 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.133 E 999 240 K 877 /- /- /391 /36 /49 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.032 H - - F 890 /- /- /396 /37 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.053 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft K BrgWidth=5.5 Min Re 1.5 TCDL:4.2 psf Code/Misc Criteria CreepFactor:2.0 q= Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.606 F Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf Bearings K&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.733 Spacing:24.0” C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.711 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:18.02.01A.0205.19 C-D 328-1005 E-F 474 -1630 Lumber D-E 538-1573 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Loading K-J 1033 -293 H-F 1466 -387 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. K-C 346-1157 J-H 1022 -215 Wind D-H 1113 -375 H-E 204 -461 Wind loads based on MWFRS with additional C&C member design. EO PROpS 4-,C O,5 oG1NFF goy 19575 3 r + i OREGON 9-rVQ'OLDW Renews 6130)2021 **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 dtherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled 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. 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 u0)nw 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 esstona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 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 SEAN:29448 GABL Ply: 1 Job Number: 1019159 Gust:R 7175 JRef:1WQK71750002 T3 FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.1327.54823 Truss Label: D BFR / GWH 11/27/2019 9'6" 19' I 9'6" 9'6" I..1'4"..I (TYP) 11'6"--H 11 =4X5 I 12 .. 4 p a a3BX5 , 3X5 T A Q 1 M7 'o-� U U D U J U U U U 1} /'a M15 AF.-�� '.,' -.,- /'-'-/'', ,'-- /.---'" ..,--'',�,R AE S =3X5 =3X5 I 19' I F'1 I 19' 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 U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.001 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 H 999 240 R* 116 /- /- /40 /6 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.001 E - - R Brg Width=228 Min Req=- Mean Height:15.00 ft BearingAF is rigid surface. NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 a g TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.165 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.066 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Additional Notes Top chord 2x4 HF#2 See DWGS A12015ENC101014,GBLLETIN0118,& Bot chord 2x4 HF#2 GABRST101014 for gable wind bracing and other Webs 2x3 HF#2 M1,M15 2x4 HF Standard+ requirements. HF Stud; Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. ��O PROp Wind .<<GSsi Wind loads based on MWFRS with additional C&C 0�9 0C'fNF""'I OZ member design. 19575 9 % Gable Studs r Provide lateral wind bracing per Alpine wind bracing 1�i�'r , details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 0 v studs of the same grade. *9 "en.20,1 -10LO w." Renews 8/30/2021 **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 fabricatinghandling 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 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 bracing Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinffDetails, 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 �„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 oroiessronal 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 Sgec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 r e SEAN:244221/ COMN Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WQK71750002 T24 / FROM:BB Qty: 2 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot D1wNo: 331.19.0842.05803 Truss Label: A JAK / GWH 11/27/2019 7'6" 15' H 7'6" I 7'6" .r 5X5(R1) 12 8 4 44 • h - M A C _l__ =3X5 B1 E 1111.X4 =3X5(81) A 15' - T6" 7'6" H7'6n I" 15' 1'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:23.1 Ce:1.2 VERT(LL): 0.034 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.058 E 999 240 A 634 /- /- /266 /52 /29 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 E - - C 718 /- /- /297 /65 /- EXP:B Kzt:NA HORZ TL: 0.022 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.58 ft ( ) NCBCLL: 10.00Code/Misc Criteria Creep Factor:2.0 A Brg Width=- Min Req=- TCDL:4.2 psf C Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2015 Max TC CSI: 0.708 P Bearing C is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.439 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.126 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 A-B 188-1115 B-C 181 -1116 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 Stud+HF Standard: A-E 985 -126 E-C 985 -126 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. 4�EO PROFS O�5 aGtNFtp HOZ 19575 7 r Ai' 1Gr '-.r ••' , OREGON Renews 6/30/2021 **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 COR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (5003)3)3357US 57-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingins/ailed per BCSI sections B3,B7 or B10, as applicable. Applates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this 4lrawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability 8801 Suite 107 and use ofthis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1a Folsomento,Blvd.,C95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org e e SEQN:244219/ GABL Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WQK71750002T5 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05912 Truss Label: AGE JAK / GWH 11/27/2019 7'6" 15' T6" I 7'6" H 1'4"H (TYP) I =4X5 F 12 4 � I I i I i i I 1 B I J MI A //// B $ B K ---------,---"--T----------/-'.---------,---"--T----------/-'. =3X5(81) 3X5(B1) r 15' I- -1' I- 15, I1' I 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 U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.038 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.063 E 999 240 B* 186 /- /- /73 /22 /8 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 I - - J* 186 /- /- /73 /22 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.026 I - - Wind reactions based on MWFRS Mean Height:19.58 ft B BrgWidth=54.0 Min Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 =- Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.250 J Brg Width=54.0 Min Req=- BCDL:4.2 psf Bearings B&M are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.277 RepFac:Varies byLd Case Max Web CSI: 0.051 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) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 B-F 224 -611 F-J 224 -611 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x3 HF#2 B-J 536 -100 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C Ep PROF k. member design. , ,� -s.„ Gable Studs O,5 aG 95N5 F4' Oy Provide lateral wind bracing per Alpine wind bracing 17,!, details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 1,i ,.*;.• / studs of the same grade. Additional Notes 0 OREGON See DWGS A12030ENC101014,GBLLETIN0118,& 9-'•O"' 20'1p9 Ni`" GABRST101014 for gable wind bracing and other W requirements. Renews 6/30/2021 **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 CORNELIUS03)357OR 97113 Component S fety 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 o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW 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 essiona engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding 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.org Sacramento,CA 95826 , SEQN:244263/ GABL Ply: 1 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T21 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05756 Truss Label: GGE CY / GWH 11/27/2019 7'3" 14'6" H 7'3" 7'3" 1'11"- 4-1'4" -4X5 (TYP) T 12 4 Vi _ i i _ N i j O BM IIA : : : LMgm I I Nos J_ 3X5(81) ----3X5(B1) r 14'6" i �1 14'6" 14'6"H- -I 1'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:23.1 Ce:1.2 VERT(LL): 0.090 T 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.187 T 912 240 B 809 /- /- /335 /97 /45 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.030 D - - L 809 /- /- /335 /97 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.063 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Br NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 g Width=5.5 Min Req= 1.5 TCDL:4.2 psf L Br Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.306 g = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.665 Bearings B&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.088 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 B-G 429-1245 G-L 430 -1245 Lumber Top chord may be notched 1.5"deep X 3.5" Top chord 2x4 DF-L#1&Bet. at 48"o/c along top edge.DO NOT OVERCUT. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 No knots or other lumber defects allowed within Chords Tens.Comp. Webs 2x3 HF#2 12"of notches.Do not notch in overhang,(NNL), B_L 1116 -302 or heel(first)panels. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Gable Studs �� 0 PRO Provide lateral wind bracing per Alpine wind bracing cj'� tN Si details or per engineer of record.2X3 studs require C9 !G EF,Q Oy reinforcement at 70%of the length tabulated for 2X4 19575 7 studs of the same grade. %, Additional Notes 1 fa.-41f , See DWGS A12015ENC101014,GBLLETIN0118,& OREGON GABRST101014 for gable wind bracing and other ni �/ requirements. l,p 2 ,e.c , Renews 6130/2021 **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 CO3)357-2118US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MY COMR4NY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro esslonaf engineerinresponsibility 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 Sbc.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.org Sacramento,CA 95826 SEQN:244265/ COMN Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WQK71750002T19 / FROM:BB Qty: 3 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05478 Truss Label: G CY / GWH 11/27/2019 7'3" 14'6" 7'3" I 7'3" 5X5 12 C T 4 V_ . ,_ N o M l A D 1 _ ■ E F 3X 1) 1111.5X4 w3X5(1) r 146 i H 1 I 7'3" I 7'3" -1 1' 7'3" 14'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.035 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.058 F 999 240 B 692 /- /- /312 /30 /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 F - - D 692 /- /- /312 /30 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL: 0.021 F - - Wind reactions based on MWFRS ( ) Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf D Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2015 Max TC CSI: 0.617 P Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.401 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.120 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:18.02.01.0118.17 B-C 356 -1054 C-D 357 -1054 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 Stud+HF Standard: B-F 928 -258 F-D 928 -258 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. . 1- PROFS p OtP4 'O 0 19575 �� 9 %r 1 4tow-4,11•• OREGON v 9-1 OL20,1St' - Renews 6@0/2021 **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.0.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,byTPI 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 bottomhord 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, 411161 as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (refer to A 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,r„n,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane. listing this drawing indicates acceptance of rolessronar engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1a Folsom C Blvd.,Suite For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org f SEQN:244261/ COMN Ply: 1 Job Number: 1019159 Gust:R 7175 JRef:1WQK71750002 T20 / FROM:BB Qty: 5 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05788 Truss Label: El CY / GWH 11/27/2019 6'6" I 13'6" 6'6" 7' or 4X5(R1) 12 B T 4 4. T b A C iN — lll3X7(G1) E i_ \— ± DI III 1.5X4 -3X5(91) 1 13'6" i 6,6„ 7' -1 _1'H 6'6" 13'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.027 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 E 999 240 A 564 /- /- /250 /20 /33 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 E - - C 660 /- /- /298 /28 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.019 E - - Wind reactions based on MWFRS Mean Height:15.00 ft A BrgWidth=- Min Re NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q=- Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.538 C Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf Bearing C is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.365 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.111 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 A-B 369 -981 B-C 356 -979 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 Stud+HF Standard: A-E 859 -273 E-C 859 -273 :Lt Stub Wedge 2x4 HF Stud+HF Standard: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. ���EO PROpSSS 0 �5 oGINFF,p t, 19575 9 %r r 1lGLru ." i OREGON '9 4'C.20,195° 'OCD W.N� Renews 6130/2021 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing 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 A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oroesstonaf 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.org Sacramento,CA 95826 a r SEQN:244255/ COMN Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WQK71750002T16 / FROM:BB Qty: 4 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05586 el: E CY / GWH 11/27/2019 7' 14' 7' 7' 5X5 Ti12 C T 4 ✓ I o N D "' 1 A a E 1 F 3X5(61) III 1.5X4 =-3X5(61) 1 14' 7' 7' H 1, 1- 7' 1- 14' 1 - 1'--{ 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:23.1 Ce:1.2 VERT(LL): 0.033 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.055 F 999 240 B 671 /- /- /303 /29 /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 F - - D 671 /- /- /303 /29 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL: 0.020 F - - Wind reactions based on MWFRS ( ) Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 B Brg Width=5.5 Min Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf D Brg Width=5.5 Min Req= 1.5 Soffit: 2.00Bldg Code: IRC 2015 Max TC CSI: 0.563 BCDL:4.2 psf Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.372 RepFac:Yes Max Web CSI: 0.115 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:18.02.01.0118.17 B-C 349 -1010 C-D 349 -1010 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 Stud+HF Standard: B-F 888 -252 F-D 888 -252 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. 4'1* PROp.64> .5GINE O 0a 19575 �44 Zy i 1 94o—A ." / OREGON "on,20,i99°' . "OCD W.N Renews 6130/2021 **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 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 bracingins-talled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW COMPANY truss in conformance with ANSI/1 PI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit-ability ability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:244253/ GABL Ply: 1 Job Number: 1019159 Gust:R7175 JRef:1 WQK71750002118 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05771 Truss Label: EGE CY / GWH 11/27/2019 7' 14' HI-7' 7' H 1'4"-{ (TYP) 13'I =4X5 12 T T 4 ,, pi. 1 iN alll j j B J '1 A I i i i i i i K ./.- ./ ./- /- - 1 3X5(B1) =3X5(81) r 14' I--1 I14, -1 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:23.1 Ce:1.2 VERT(LL): 0.037 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.062 G 999 240 B* 196 /- /- /85 /26 /11 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 I - - J* 196 /- /- /85 /26 /- EXP:B Kzt:NA HORZ TL:0.026 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) 9 Code/Misc Criteria CreepFactor:2.0 B Brg Width=48.0 Min Req=- NCBCLL: 10.00 TCDL:4.2 psf J Brg Width=48.0 Min Req=- Sofflit: 2.00 BCDL:4.2sf Bldg Code: IRC 2015 Max TC CSI: 0.240 P Bearings B&M are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.287 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.044 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 B-F 231 -611 F-J 232 -611 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Bot chord 2x4 HF#2 Webs2x3HF#2 B-J 542 -111 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&CPR member design. "c# OF'AU Gable Studs C.1 aG1NE�� o Provide lateral wind bracing per Alpine wind bracing 19575 1.9 details or per engineer of record.2X3 studs require %' reinforcement at 70%of the length tabulated for 2X4 1 i�.,rj,, / studs of the same grade. OREGON Additional Notes ni ./ See DWGS A12015ENC101014,GBLLETIN0118,& Vin.20,194a 'r GABRST101014 for gable wind bracing and other 'CIL 0 W W.N� requirements. Renews 6130/2021 **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 CORNELIUS03)357OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing 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 A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page, listing this drawing indicates acceptance of professtonat engineeringresponsibility solely or the desi n shown. The suitability 8801 Suite 10; and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sgec.2. Sac1a Folsomento,C Blvd.,Suite 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 R • SEQN:244251/ MONO Ply: 1 Job Number: 1019159 Gust:R7175 JRef:1WQK71750002T12 / FROM:BB Qty: 5 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05585 Truss Label: F CY / GWH 11/27/2019 1111.5X4 12 4 ' ih B (V (V 6 A J '' D 1111.5X4 -3X5(B1) r 4'10" ii 4'10" 1 4'10" H 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:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 298 /- /- /145 /3 /22 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D - - D 189 /- /- /92 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.007 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B BrgWidth=3.5 Min Re NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.310 D Brg Width=- Min Req=- TPI Std: 2014 Max BC CSI: 0.168 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h to 2h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.116 Loc.from endwall:not in 9.00 ft FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ���Ep Opk. c? oG ' %NFF I9 41 19575 9 %r ✓, -At � OREGON v 9-O`.D, NSP Renews 6/30/2021 **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,handlingshipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anal SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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 bracin 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. 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,apy failure to build the AN FTW 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 oroessronat 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 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 ( T SEQN:244225/ EJAC Ply: 1 Job Number: 1019159 Gust:R 7175 JRef:1 WQK71750002 T25 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05787 Truss Label: 11G JAK / GWH 11/27/2019 4 12 1111.5X4 D 2XAA1) to D-� C 1111.5X4 4' A. H 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:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA D 495 /- /- /- /41 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 C - - C 479 /- /- /- /40 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.99 ft HORZ(TL ) 0.012 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=5.5 Min Req= 1.5 C BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.327 Req Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.732 Bearing D is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.088 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4:HF Stud+HF Standard: Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 4.00 BC:From 14 plf at 0.00 to 14 plf at 4.00 BC: 634 lb Conc.Load at 2.06 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. EO PROpSSS P GtN � f C7 19575 � p i OREGON -1OLD,W'N" Renews 6/30/2021 '*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates 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 AN rIW COMPANY truss 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 ro essronai engineering responsibility solely for the design shown. The suit-ability ability 8801 Folsom Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801a Folsom CA Blvd.,Suite For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 1 0 SEQN:244213/ EJAC Ply: 1 Job Number: 1019159 Gust:R 7175 JRef:1WQK71750002 T14 / FROM:BB Qty: 4 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05865 Truss Label: 11 JAK / GWH 11/27/2019 12 1111.5X4 C 4 - T T li b B :(...0 i A mi.. I - Ni 1111.5X4 3X5(81) A 4' i I— 1' I- 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 LJ# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 265 /- /- /119 /20 /33 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 151 /- /- /66 /16 /- EXP:B Kat:NA Des Ld: 42.00 Mean Height:19.00 ft HORZ(TL ) 0.003 D - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 D BrgWidth=- Min Re Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.197 q=- BCDL:4.2 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.113 RepFac:Yes Max Web CSI: 0.063 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. 'cel' PROpS�s' p G1Nf O 0 a 19575 �� y %� OREGON '91003.W t' r - Renews 6/30/2021 **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.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN„T,,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA aeal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 t r SEQN:244211/ CAJA Ply: 1 Job Number: 1019159 Cust:R7175 JRef:1WQK71750002T22 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.06021 Truss Label: I JAK / GWH 11/27/2019 1'10"3 1'10"3 12 4 L C T 1 T co B - . 2 A �� /X 3 i D 3X5(B1) i 4' A 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:23.1 Ce:1.2 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 D 999 240 B 211 /- /- /- /20 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 D - - C 45 /- /- /- /3 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.47 ft HORZ(TL): 0.001 D - - D 58 /- /- /15 /- /- NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS B BrgWidth=5.5 Min Re = 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.106 q TPI Std: 2014 Max BC CSI: 0.107 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 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 0/4 0 Bearing B is a rigid surface. FT/RT:2 Loc.from endwall:Any ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 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 71 plf at -1.00 to 71 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 BC: 27 lb Conc.Load at 2.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. 5 GtNf � . O 0 19575 �� y OREGON v Renews 6/30/2021 **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 propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, /11116 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 A,„I,,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 indicaes acceptance of Dro-fessionaf engineerinresponsibility 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 10i For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 A,k is SEQN:244209/ CAJA Ply: 1 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T11 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05991 Truss Label: H JAK / GWH 11/27/2019 12 4 L C I00. 00B �� M A sl, ..DI Eunri D 3X5(B1) 1'11"4 1' �® 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 190 /- /- /86 /20 /18 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - C 35 /- /- /10 /8 /- EXP:B Kzt:NA HORZ TL: 0.000 C - - D 27 /- /- /16 /- /- Des Ld: 42.00 Mean Height:18.64 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.083 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.020 C Brg Width=1.5 Min Req=- RepFac:Yes Max Web CSI:0.000 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ftB Loc.from endwall:Any FT/RT:2(0)/4(0) Members s is a listedrigd surface. GCpi:0.18 Plate Type(s): Members not have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. PROFF 4'1- Sd' O0 1,,GfNeo 1OZ oil 19575 7 % 4r i 1 .$ / OREGON .9R .O`DNilk Renews 6/30/2021 "*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 fabricatingg,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building C(503)35703)357US OR 97113 Component Safety Information,by TPI anal SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary -2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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. (tefer to ReferALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW ,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciCu,,. ng of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of oro essiona engineeringresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:244217/ CALF Ply: 1 Job Number: 1019159 Cust:R 7175 JRef:1 WQK71750002 T8 / FROM:BB Qty: 1 -PARR FOREST GROVE-RvrSde 3137 B 6"HEEL lot DrwNo: 331.19.0842.05958 Truss Label: R1 JAK / GWH 11/27/2019 1'5" 7'0"2 1'5" _I 5'7"2 1 2.83 I 2 C :A( 1310 N B r * 11\2X4 T A • 1111.5X4 I1"� '� 1111.5X4 1"14 D 3X5 F- 1'5"--{ 7'0"2 7'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce: - VERT(LL): 0.012 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.020 B 999 240 D 191 /- /- /- /20 /- BCDL: 7.00 Risk Category:II Snow Duration: - HORZ(LL): 0.003 C - - C 178 /- /- /- /12 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.81 ft HORZ(TL):0.006 C - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=7.8 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.191 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.000 Bearing D is a rigid surface. RepFac:No Max Web CSI: 0.000 Members not listed have forces less than 375# Spacing:0.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 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. 0 PROFF 4'IsEss G�5 aGtNF!� 'G1. Z 19576 9 r OREGON 1 'b8,20,19 46 Q' R0LD W•N- Renews 6/30/2021 **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,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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 bracin 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. 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 ,w MN COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of proessionaT 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace Si (2) 2x4 'L' Brace heal <1) 2x6 'V Brace ie (2) 2x6 'L' Brace ■w Bracing Group Species and Grades. Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S Spruce-Pine-Fir Hem-Fir #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' kl / k2 Standard *2 Stud - S #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud k3 Standard • O f_, Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' S' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' I l Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11° 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern P1n00I11 QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 #3 J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud anStdel Standard Standard CU #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' C5 Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bi U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir { ) S P F#3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 I#1Btr U I I F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 01 o fl r Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plneiliss #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' k1 #1 • SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress Rated Board). Q1 • D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' wwrFor 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 J42 #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P rr #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesi 0 U H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I� Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over x #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load), d SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. rh DFL Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm r Attach 'L' braces with 10d (0.128'x3.0' min) nails. ' About FL 'i able Truss 'i /i I a NE For (1) 'L' brace• space nails at 2' o.c, in 18' end zones and 4' o.c. between zones. Diagonal brace option. � 3iE31EFor (2) 'L' braces. space nails at 3' o.c. vertical length may be T i In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' NE : 'L' bracing must be o minimum of 80% of web brace Is used. Connect I �V� member length. diagonal brace for 335# III 'L' }I ' at each end. Max web Brace 4�� Gable Vertical Plate Sizes total length is 14'. �-_.�- )1()K a Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal r" + Greater than 4' 0', but 2X4 Vertical length shown bracer single 18, NE ; less than 11' 6' or double cut Greater than 11' 6' 3X4 In table above. m 45' + Refer to common truss design for '� Cas shorn) nt �- , Iii upper end. fJ 4 4 $ • ` peak, splice, and heel plates. Connect diagona at �/ / / / /ontlnuous Hearing / / / / / Refer to the Building Designer for conditions 9 1Rnot addressed by this detail, midpoint of vertical web. Refer to chart above for m. B. Qr • al length. awVARN@II?a READ AND FOLLOW ALL Kara CII THIS DRAWING 4t4' 4ss'i REF ASCE7-10-GAB12015 wmpo1TANTe FURNISH THIS DRAWING III ALL CONTRACTORS INCLUDING THE INSTALLERS. �5 ‘.4G 1 N Z. p follow Trusses require latest eeaaon of`Hacslk<Hwding Component Safetyy Info asdm,byandTTPI a A)for acing. Refer safety W - ' 19575 9 DATE 10/01/14 Unless s eoo to performings,tophse functions. Installerslyshall provistructural teral orary ngaanp per BCSL �' DRWG A12015ENC101014 Unless noted otherwise,top chord shall have properly attached struct.ral sheathing and bottom chard r shall have a properly attached rXXW ceiling. Locations shown for permanent lateral restraint of webs ��(� „•� 9 shall have bracing installed per DISI sections B3.B7 or BIO,as applicable. Apply Wates to each face ,Rj)tia of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions OREGON 1 1 Alpine,a division of ITV BuRding Components Group Inc shall not be responsible for any deviation from 9 rn 20 1g9 MAX, T❑T, LD. 60 PSF AN I WCOMPANY this drawing, "� any guof to bull the truss in can orm.ance with ANSI/TPI 1,or for handing,shipping, 0 Installation I bracing of trusses. G A seal on this drawing or cover page listing this n. The,indicates acceptance of professional -O VV far hw.e is solely for He shown. The seer petYand use of this ANSI/TPI I Sect. ��•p 1.D W 13389 Lakefront Drive am responsibility of the o Designer per Earth City,MO 63045 For more information see this Job's general notes page and these web sites, Renews 8/30/2021 MAX, SPACING 24.0' i ALPINE.malWneitw.coml TPD www.tpinstorgl SBCA.www.sbcindustryarpl ICC.mJccsafearg Gable Stud Reinforcement Detail I ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or' 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orn 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 1 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace w <2) 2x4 'L' Brace CC (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace CC Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A! S Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / *2 Standard #2 Stud r #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard CD O I i Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' I l Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Plne lnle W #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 —J Stud Stud S P #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d DFL 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' Hem-Fir -1") - SPF#3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 0. Btr c. U I I F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU - HF r Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern PlneNlwil #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). D P L Stud 5' 0' 7' 11' 8' S' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2 #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values 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: 2 U i_)F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O 1-1 Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #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 SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. —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 Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) 1 1 * For (1) 'L' brace' space nails at 2' o.c. � able Truss � � in 18' end zones and 4' o.c. between zones. Diagonal brace optlon� )1E11(For (2) 'L' braces space nails at 3' o.c. - T ; in 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' )1E 'L' bracing must be a minimum of 80X of web brace is used. Connect L I r, member length. diagonal brace for 385# li 'L' e at each end, Max web Brace ;� Gable Vertical Plate Sizes total length is 14'. 31()IE a Vertical Length No Splice 2x4 better diagonal#2 or Less than 4' 0' 1X4 or 2X3 + �. Greater than 4' 0', but 2X4 r less than 11' 6' Vertical length shown brace) single 18' 4E 1 Greater than 11' 6' 3X4 In table above. or double cut ',' 45• <as shown) at n L_ I . + Refer to common truss design for upper end. LJ LI 2 21-712 p)-1-1 H LI I peak, splice, and heel plates. '/ / / / / continuous Bearing / / / / / Refer to the Building Designer for conditions Connect diagona at not addressed by this detail. midpoint of vertical web, 1 Refer to chart above for rl. gIoRR r. al length, e1/ARNBlline READ AND FOLLOW ALL lm�ON THIS aRAVI)G '�`� `ss'i REF ASCE7-10—GAB12030 sHINFISZTANT1611 FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE IHSTAUERS, .5 G 1 N E C Trusses require extreme care in fabricating,handling.shipping,installing and bracing. Refer to and iia /0 y DATE 10/01/14 follow the latest edition of SCSI uldng Component Safety Information,by WI and SBCA)for safety <</ 18575 r practices prior to performing these functkns. Installers shall provide temporary tracing per SCSI. • ill,m Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard DRWG A12030ENC101014 s r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs i /I O II shall have bracing installed per SCSI sections 53,57 or 100,as applicable. Apply plates to each face 10.4.:.- !!//`/—IU11I IL�I'�O 1u^\vH of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITV Building Components Group Inc.shag not be responsible for any deviation from 9 en so,lee° G MAX, TAT, LD, 60 PSF AN RW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handing,shipping, Installation I bracing of trusses. V A sealonthis drawing or cover listing drawing,indicates this drag, acceptancef of professional fe r r star.cture i:Arripesp° 'of line Adding Designer per r A1451/717I Seca 13389 .ing Lakefront Drive �L D Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renew.6130/2021 MAX, SPACING 24.0' ALPINE.www.alpMltw.coml TPI.m.tpinstorgl SBCA.www.sbchdustry.orgl ICG wwelccsofe.org ASCE 7-10t 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiff back at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. ) 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 I Iif I -N,N-N 1 ogi Id%rj 2X4 Blocking nailed to 45° sheathing and 11fr each truss ®—®_III_I_I_fin t_—t_—t_—t_t•t_—t_— 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end for 560#. iiiiiiiik ` 4' i y P.u■im■■ mi■mn■••••■imi■mu. ■ ■ ontinuous Bearing - 2x6 #2 Stiffback / / / attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. 00 PROFS .1vARNIa��.READ AMB FELLOW ALL MITES EDI THIS DRAVOGI 'c'(' 4> REF GE WHALER .mPINTANTa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS §5G 1 N F O Trusses r.,wre extreme care in fabricating,handling,shipping,installing and bracing. Refer to and C9 4� F,A(Bandi KV 10/01/14 follow the latest edition of ng Component Safety Information,by TPI and SBCA>for safety 19575 practices prior to wise,t performing the.. all cion. Installers shall provide temporary bracing per BCSL ' I" Unless acti noted otherwise,top chord shalt have properly attached .'am sheathing and bottom chord �' DRWG GABRST101014 w. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �7 ^� shallft have bracing ninstalled per aboI and on t3, Joint or B10,as applicable.no dpot plates to encfi ince /� /CLQ I�� Rf truto dra sltlon-Z showns abdar mrd on tM IonsDetails,unless noted otherwise. 1 e I Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from OREGON AN WINCOMPANY this drawing,aion any failure tto,�:.tht truss in conformance with ANSI/TPI 1,or for handling,shipping, 9 'In.20,124b MAX. TOT. LD. 60 PSF A seal on thd:a-a.r.gy or cov.r pn lthe isting this drawing.Indicates acceptance of professional �'"'OLD W. 13389 Lakefront Dave for ony � pne olresporulBlty of the Blidrp Deslprner'per•ANSI/TPI shown. The suitability and 1of this Sec.2. O S Earth City,MO 63045 For nore infornatton see this Job's general notes page and these web sites. Renews 8/30/2021 MAX, SPACING ALPINE.ww.alpMlt..coni TPI.www.tpinst.orgl SBCA..ww.sbcbdustry.orgl ICC.wwwjccsafe.org I Gabe Detail I. For Let-in Verticals Gable Truss Plate Sizes ili About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, 1K i. II JRefer to Engineered truss design for peak, „iiIiii..._ splice, web, and heel plates. CO ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Gable ` © © Lthl O Example 2X4 t % 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member iik Al : © Toe-nail - Or - XEnd-nail G OQ To convert from 'V 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 I0d 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, RI•Id Shenthin• Toenailed Nailsn specie, and grade of the 'L' reinforcing member. 10d Common (0,148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace l',i 4 Nall II II: (4) toenails in the top and bottom chords. 'T' Relnf, 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 , i Member ASCE 7-05 Gable Detail Drawings Example) 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Vind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt a 1.00 Gable Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawin s Gable Vertical = 24'o.c. SP #3 Truss 4' O.C. g A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, 512015ENC100118, 514015ENC100118, 516015ENC100118, 1.30 x 8' 7' = 11' 2' SI8015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, 4 Nail I I 518030ENC100118, S20030ENC100118, S20030END100118, S2003OPED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. ,EO PROFS e"uRl4N°a READ AND fOLOW ALL NOTES ON THIS BRAVING '�`G i14k REF LET-IN VERT aIIcORTANTss1 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. %,y % G 1 N F O Trusses regain extreme care in fabricating,handing,shipping,installing and bracing. Refer to and C9 follow the latest edition of HCSI(BuRdSB ng Component Safety Information,by TPI and CA)for safety k/ 19575 'Q 9 DATE 01/02/2018 „.„-- practices prior to performing these functions. Installers shall provide temporary_bradng per HCSL • %m unless noted otherwise,tap chord shall have properly attached structural shenavn0 and bottom chord DRWG GBLLETIN0118 Al Alum 11 shall have a acinstalled attached rigid sectio, LB3,B7 o 310, sou plicabl eat Applylatyrplal testt each webs shall have bracing installed per HCSI sections B3,H7 or Det as unlessbplates to face i/I�►m�! of truss and position as shown above and on the Joint DetaRs, noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a dvisicn of ITV BWldng Components Group Inc shall not be responsible for any deviation from AN RW COMPANY this drawing,any faRure to bund the truss in conformance with ANSI/TPI 1,or for handing,shipping, y �.m,so,,e9. .../ MAX, TOT. LD. 60 PSF installation&bracing of trusses. G A seal on this drawing or cover page Ming this drawing,Mcates acceptance of professional V 13723 Riverport Drive �eer respon+bRlty solely for the design sMw� The sulr pert and use of this d"adng OLD W• DOR, FAC. ANY Suite 200 for a^Y b the responsbRlty of the Hulking Designer ANSI/TPI 1 Sec'2 Maryland Heights,MO 63043 For more information see this Job's general notes page and these web sites MAX. SPACING 24.0' ALPINE.wwwalpheih.coml TPI'wws.tpinst.rrw gi SBCA.wrw.sbcindustry. g)ICC'wwiccsafe.org Renews 8/30/2021 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT IN _ . Transmittal Letter T t c,A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED; DEPT: BUILDING DIVISION " �'L., ''°°t DEC 9 2019 Cl Y OA- ty:hAr CEJ FROM: p BUILDli,!G DIVISION COMPANY: �.-\ — \.-�� ...i PHONE: 971 �/ -L0-1- -c-6 ..5 By: RE: 7L-7 1 i'l.c-,n, .. . '1O 1 rj• Zel et Gi S +S (Site Address) (Permit Number) li ,r \2.; 3- ] q (Project name or subdivision name Atid lot ,aber) ATTACHED ARE THE FOLLOWING I ' MS: Copies: Description: \ Copies: Description: Additional set(s) of pia, i 1( Revisions: Tt:II � bi C Cross section(s) and dell: Wall bracing and/or lateral aicalysis. Floor/roof framing. ' Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: C - A)1 FOR OFF E USE ONLY Routed to Permit T; hnician: Date: 12 p ( 1 Initials: '/F Fees Due: 1R Ye:' ❑ No Fee Descri tion. Amount Due: $ �0 1)Z 9 l (L') LL $ LI,S $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions_061316.doc