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20190017 B KWN0118J-163136 Truss LayoutAlpine, an ITW Company 8801 Folsom Blvd., Suite 107 Sacramento, CA 95826 Phone: (800)877-3678 (916)387-0116 Fax: (916)387-1110 sacseals@itwbcg.com Site Information:Page 1: Customer: Tru-Truss, Inc.Job Number: KWN0118J Job Description: KW NORTHWEST Address: TUMWATER, WA Job Engineering Criteria: Design Code: IRC 2015 View Version: IRC 2015 JRef #: 1WHY71730001 Wind Standard: ASCE 7-10 Roof Load (pdf): 25.00- 7.00- 0.00-10.00 Wind Speed (mph): 110 Floor Load (psf): None This package contains general notes pages, 11 truss drawing(s) and 4 detail(s). Item Seal #Truss Item Seal #Truss 1 021.19.1612.41400 A 17' GE 2 021.19.1612.43953 A1 17' COM 3 021.19.1614.59353 B 24'6" STD COM 4 021.19.1615.00977 B1 24'6" COM 5 021.19.1615.25370 B2 24'6" GE 6 021.19.1615.29930 C 41' COM 7 021.19.1615.47407 C1 41' GE 8 021.19.1616.04210 M 9'11"8 MONO GE 9 021.19.1616.12657 M1 9'11"8 MONO 10 021.19.1616.17053 M2 3'11"8 MONO GE 11 021.19.1616.19877 M3 3'11"8 MONO Printed 1/21/2019 4:31:36 PM 01/21/2019 WA COA #1931 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.org. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual 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.org. 2. ICC: International Code Council; www.iccsafe.org. 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.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co Page 2 of 2 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. 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, (NNL), or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*134 /-/-/45 /26 /7 Wind reactions based on MWFRS B Brg Width = 204 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.03 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 H 999 360 VERT(CL):0.002 Y 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.055 Max W eb CSI:0.043 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:A 17' GE Ply: 1 Qty:2 SEQN:762689 T2 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1612.41400 CY /GWH 01/21/2019 A B H N O 5 12 2X4(A1T) 3X5 2X4(A1T) 17' 2'8"1'4" (TYP) 8'6" 8'6" 17' 8'6" 17' 17'1'6"1'6" 4"13'10"94'5"13**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. 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, (NNL), or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*134 /-/-/45 /26 /7 Wind reactions based on MWFRS B Brg Width = 204 Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.03 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 H 999 360 VERT(CL):0.002 Y 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.055 Max W eb CSI:0.043 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:A 17' GE Ply: 1 Qty:2 SEQN:762689 T2 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1612.41400 CY /GWH 01/21/2019 A B H N O 5 12 2X4(A1T) 3X5 2X4(A1T) 17' 2'8"1'4" (TYP) 8'6" 8'6" 17' 8'6" 17' 17'1'6"1'6" 4"13'10"94'5"1301/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 870 /-/-/369 /132 /77 F 870 /-/-/369 /132 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 216 -1437 C - D 164 -1012 Chords Tens.Comp. D - E 164 -1012 E - F 215 -1437 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1289 -144 Chords Tens.Comp. H - F 1289 -154 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 107 -495 D - H 490 -43 Webs Tens.Comp. H - E 107 -495 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.03 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.042 H 999 360 VERT(CL):0.069 H 999 240 HORZ(LL):0.016 H - - HORZ(TL):0.027 H - - Creep Factor: 2.0 Max TC CSI:0.292 Max BC CSI:0.619 Max W eb CSI:0.212 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:A1 17' COM Ply: 1 Qty:8 SEQN:762686 T1 COMN FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1612.43953 CY /GWH 01/21/2019 A B C D E F G H 5 12 3X5(A1T) 2X4 4X4 4X8 2X4 3X5(A1T) 17' 4'6"14 4'6"14 8'6" 3'11"2 12'5"2 3'11"2 17' 4'6"14 8'6" 8'6" 17' 8'6"1'6"1'6" 4"13'10"94'5"13**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 870 /-/-/369 /132 /77 F 870 /-/-/369 /132 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 216 -1437 C - D 164 -1012 Chords Tens.Comp. D - E 164 -1012 E - F 215 -1437 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1289 -144 Chords Tens.Comp. H - F 1289 -154 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 107 -495 D - H 490 -43 Webs Tens.Comp. H - E 107 -495 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.03 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.042 H 999 360 VERT(CL):0.069 H 999 240 HORZ(LL):0.016 H - - HORZ(TL):0.027 H - - Creep Factor: 2.0 Max TC CSI:0.292 Max BC CSI:0.619 Max W eb CSI:0.212 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:A1 17' COM Ply: 1 Qty:8 SEQN:762686 T1 COMN FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1612.43953 CY /GWH 01/21/2019 A B C D E F G H 5 12 3X5(A1T) 2X4 4X4 4X8 2X4 3X5(A1T) 17' 4'6"14 4'6"14 8'6" 3'11"2 12'5"2 3'11"2 17' 4'6"14 8'6" 8'6" 17' 8'6"1'6"1'6" 4"13'10"94'5"1301/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: :T2 2x6 DF-L 1950f-1.7E: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. Special loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 65 plf at -1.50 to 65 plf at 26.00 TC: From 35 plf at 0.00 to 45 plf at 7.82 TC: From 45 plf at 7.82 to 45 plf at 12.25 TC: From 45 plf at 12.25 to 35 plf at 16.00 BC: From 4 plf at -1.50 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 24.50 BC: From 4 plf at 24.50 to 4 plf at 26.00 T2: Brace all exposed vertical surfaces for lateral wind forces. Brace interior top chord with nailer or sistered truss at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*258 /-/-/80 /56 /13 P 1104 /-/-/390 /190 /- U /-166 Wind reactions based on MWFRS B Brg Width = 95.5 Min Req =- P Brg Width = 5.5 Min Req =1.5 Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 111 -413 K - N 106 -407 Chords Tens.Comp. N - O 318 -1706 O - P 405 -1875 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2072 -366 S - R 2072 -366 Chords Tens.Comp. R - P 1677 -309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T -AB 439 -2064 AB- R 165 -566 AB- N 325 -1486 Webs Tens.Comp. R - N 470 -72 R - O 148 -466 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.82 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.072 L 999 360 VERT(CL):0.114 L 999 240 HORZ(LL):0.030 R - - HORZ(TL):0.048 R - - Creep Factor: 2.0 Max TC CSI:0.288 Max BC CSI:0.759 Max W eb CSI:0.242 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:B 24'6" STD COM Ply: 1 Qty:2 SEQN:762698 T5 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1614.59353 CY /GWH 01/21/2019 T2 A B K N O P Q RSTU AB 5 12 2X4(A1T)3X5 2X4(**) 3X5 3X5 4X8 4X8 3X5(A1T) 24'6" 2'8"1'4" (TYP) 6'11"8 6'11"8 12'3" 5'3"8 16' 3'9" 20'1"6 4'1"6 24'6" 4'4"10 16' 16' 24'6" 8'6"1'6"1'6" 4"13'9"125'5"56'0"9**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: :T2 2x6 DF-L 1950f-1.7E: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. Special loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 65 plf at -1.50 to 65 plf at 26.00 TC: From 35 plf at 0.00 to 45 plf at 7.82 TC: From 45 plf at 7.82 to 45 plf at 12.25 TC: From 45 plf at 12.25 to 35 plf at 16.00 BC: From 4 plf at -1.50 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 24.50 BC: From 4 plf at 24.50 to 4 plf at 26.00 T2: Brace all exposed vertical surfaces for lateral wind forces. Brace interior top chord with nailer or sistered truss at edge of lower roof diaphragm. All diaphragms, braces, and connections shall be designed by the engineer of record. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*258 /-/-/80 /56 /13 P 1104 /-/-/390 /190 /- U /-166 Wind reactions based on MWFRS B Brg Width = 95.5 Min Req =- P Brg Width = 5.5 Min Req =1.5 Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 111 -413 K - N 106 -407 Chords Tens.Comp. N - O 318 -1706 O - P 405 -1875 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2072 -366 S - R 2072 -366 Chords Tens.Comp. R - P 1677 -309 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T -AB 439 -2064 AB- R 165 -566 AB- N 325 -1486 Webs Tens.Comp. R - N 470 -72 R - O 148 -466 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.82 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.072 L 999 360 VERT(CL):0.114 L 999 240 HORZ(LL):0.030 R - - HORZ(TL):0.048 R - - Creep Factor: 2.0 Max TC CSI:0.288 Max BC CSI:0.759 Max W eb CSI:0.242 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:B 24'6" STD COM Ply: 1 Qty:2 SEQN:762698 T5 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1614.59353 CY /GWH 01/21/2019 T2 A B K N O P Q RSTU AB 5 12 2X4(A1T)3X5 2X4(**) 3X5 3X5 4X8 4X8 3X5(A1T) 24'6" 2'8"1'4" (TYP) 6'11"8 6'11"8 12'3" 5'3"8 16' 3'9" 20'1"6 4'1"6 24'6" 4'4"10 16' 16' 24'6" 8'6"1'6"1'6" 4"13'9"125'5"56'0"901/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1151 /-/-/503 /189 /100 F 1151 /-/-/503 /189 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 618 -2059 C - D 585 -1811 Chords Tens.Comp. D - E 585 -1811 E - F 617 -2059 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1847 -484 J - I 1236 -272 Chords Tens.Comp. I - H 1236 -272 H - F 1847 -493 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 209 -488 J - D 700 -162 Webs Tens.Comp. D - H 700 -162 H - E 209 -488 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.82 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 J 999 360 VERT(CL):0.150 J 999 240 HORZ(LL):0.032 H - - HORZ(TL):0.054 H - - Creep Factor: 2.0 Max TC CSI:0.527 Max BC CSI:0.648 Max W eb CSI:0.264 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:B1 24'6" COM Ply: 1 Qty:28 SEQN:762692 T4 COMN FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.00977 CY /GWH 01/21/2019 A B C D E F G HIJ 5 12 3X5(A1T) 2X4 4X4 4X5 3X5 4X4 2X4 3X5(A1T) 24'6" 6'5"6 6'5"6 12'3" 5'9"10 18'0"10 5'9"10 24'6" 6'5"6 8'4"10 8'4"10 16'1"6 7'8"13 24'6" 8'4"101'6"1'6" 4"15'5"56'0"9**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1151 /-/-/503 /189 /100 F 1151 /-/-/503 /189 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 618 -2059 C - D 585 -1811 Chords Tens.Comp. D - E 585 -1811 E - F 617 -2059 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1847 -484 J - I 1236 -272 Chords Tens.Comp. I - H 1236 -272 H - F 1847 -493 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 209 -488 J - D 700 -162 Webs Tens.Comp. D - H 700 -162 H - E 209 -488 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.82 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.091 J 999 360 VERT(CL):0.150 J 999 240 HORZ(LL):0.032 H - - HORZ(TL):0.054 H - - Creep Factor: 2.0 Max TC CSI:0.527 Max BC CSI:0.648 Max W eb CSI:0.264 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:B1 24'6" COM Ply: 1 Qty:28 SEQN:762692 T4 COMN FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.00977 CY /GWH 01/21/2019 A B C D E F G HIJ 5 12 3X5(A1T) 2X4 4X4 4X5 3X5 4X4 2X4 3X5(A1T) 24'6" 6'5"6 6'5"6 12'3" 5'9"10 18'0"10 5'9"10 24'6" 6'5"6 8'4"10 8'4"10 16'1"6 7'8"13 24'6" 8'4"101'6"1'6" 4"15'5"56'0"901/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. 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, (NNL), or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*138 /-/-/53 /25 /11 AB*122 /-/-/52 /28 /- Wind reactions based on MWFRS B Brg Width = 174 Min Req =- AB Brg Width = 120 Min Req =- Bearings B & AB are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.82 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 K 999 360 VERT(CL):0.002 AK 999 240 HORZ(LL):-0.001 E - - HORZ(TL):0.002 G - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.059 Max W eb CSI:0.058 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:B2 24'6" GE Ply: 1 Qty:2 SEQN:762695 T6 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.25370 CY /GWH 01/21/2019 A B K T U AB 5 12 2X4(A1T) 2X4(**) 3X5 5X5 2X4(A1T) 24'6" 2'8"1'4" (TYP) 12'3" 12'3" 24'6" 12'3" 24'6" 24'6"1'6"1'6" 4"15'5"56'0"9**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. 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, (NNL), or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*138 /-/-/53 /25 /11 AB*122 /-/-/52 /28 /- Wind reactions based on MWFRS B Brg Width = 174 Min Req =- AB Brg Width = 120 Min Req =- Bearings B & AB are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.82 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 K 999 360 VERT(CL):0.002 AK 999 240 HORZ(LL):-0.001 E - - HORZ(TL):0.002 G - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.059 Max W eb CSI:0.058 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:B2 24'6" GE Ply: 1 Qty:2 SEQN:762695 T6 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.25370 CY /GWH 01/21/2019 A B K T U AB 5 12 2X4(A1T) 2X4(**) 3X5 5X5 2X4(A1T) 24'6" 2'8"1'4" (TYP) 12'3" 12'3" 24'6" 12'3" 24'6" 24'6"1'6"1'6" 4"15'5"56'0"901/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 DF-L 1800f-1.6E Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 HF Stud :W2, W4, W5, W7 2x4 DF-L(N) #1/#2 + DF-L #2: Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2030 /-/-/856 /-/175 H 2031 /-/-/856 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.2 H Brg Width = 5.5 Min Req =2.2 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 443 -4210 C - D 457 -4032 D - E 406 -3162 Chords Tens.Comp. E - F 406 -3163 F - G 457 -4034 G - H 443 -4212 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3810 -333 O - N 3208 -253 N - M 3208 -253 M - L 2403 -151 Chords Tens.Comp. L - K 3209 -270 K - J 3209 -270 J - H 3811 -348 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - D 696 -60 D - M 152 -823 M - E 1122 -100 Webs Tens.Comp. E - L 1123 -100 L - F 152 -823 F - J 697 -61 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: h to 2h C&C Dist a: 4.10 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.333 L 999 360 VERT(CL):0.528 L 925 244 HORZ(LL):0.118 J - - HORZ(TL):0.188 J - - Creep Factor: 2.0 Max TC CSI:0.809 Max BC CSI:0.834 Max W eb CSI:0.718 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:C 41' COM Ply: 1 Qty:4 SEQN:762702 T10 COMN FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.29930 CY /GWH 01/21/2019 W2 W4 W5 W7 A B C D E F G H I JKLMNO 5 12 3X10(B1T) 2X4 4X4 H0308 6X6 4X4 6X6 4X4 6X6 H0308 4X4 2X4 3X10(B1T) 41' 7'3"3 7'3"3 13'3"10 6'0"6 20'6" 7'2"6 27'8"6 7'2"6 33'8"13 6'0"6 41' 7'3"3 8'7"1 8'7"1 16'6"6 7'11"4 24'5"10 7'11"4 32'4"15 7'11"4 41' 8'7"11'6"1'6" 4"18'10"99'5"13**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 DF-L 1800f-1.6E Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 HF Stud :W2, W4, W5, W7 2x4 DF-L(N) #1/#2 + DF-L #2: Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2030 /-/-/856 /-/175 H 2031 /-/-/856 /-/- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.2 H Brg Width = 5.5 Min Req =2.2 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 443 -4210 C - D 457 -4032 D - E 406 -3162 Chords Tens.Comp. E - F 406 -3163 F - G 457 -4034 G - H 443 -4212 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3810 -333 O - N 3208 -253 N - M 3208 -253 M - L 2403 -151 Chords Tens.Comp. L - K 3209 -270 K - J 3209 -270 J - H 3811 -348 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - D 696 -60 D - M 152 -823 M - E 1122 -100 Webs Tens.Comp. E - L 1123 -100 L - F 152 -823 F - J 697 -61 Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: h to 2h C&C Dist a: 4.10 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.333 L 999 360 VERT(CL):0.528 L 925 244 HORZ(LL):0.118 J - - HORZ(TL):0.188 J - - Creep Factor: 2.0 Max TC CSI:0.809 Max BC CSI:0.834 Max W eb CSI:0.718 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:C 41' COM Ply: 1 Qty:4 SEQN:762702 T10 COMN FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.29930 CY /GWH 01/21/2019 W2 W4 W5 W7 A B C D E F G H I JKLMNO 5 12 3X10(B1T) 2X4 4X4 H0308 6X6 4X4 6X6 4X4 6X6 H0308 4X4 2X4 3X10(B1T) 41' 7'3"3 7'3"3 13'3"10 6'0"6 20'6" 7'2"6 27'8"6 7'2"6 33'8"13 6'0"6 41' 7'3"3 8'7"1 8'7"1 16'6"6 7'11"4 24'5"10 7'11"4 32'4"15 7'11"4 41' 8'7"11'6"1'6" 4"18'10"99'5"1301/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 DF-L 1800f-1.6E Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 HF Stud :M12, M13, M14, M15, M16 2x4 DF-L(N) #1/#2 + DF-L #2: Bracing (a) 1x4 #3 SPF-S or better "L" reinforcement. 80% length of web member. Attach with 8d Box or Gun nails (0.113"x2.5",min.) @ 6" OC. Plating Notes All plates are 2X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*138 /-/-/62 /20 /22 BD*124 /-/-/41 /10 /- AQ*134 /-/-/61 /20 /- Wind reactions based on MWFRS B Brg Width = 144 Min Req =- BD Brg Width = 204 Min Req =- AQ Brg Width = 144 Min Req =- Bearings B, BD, & AQ are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.10 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 Q 999 360 VERT(CL):0.004 Q 999 240 HORZ(LL):0.003 V - - HORZ(TL):0.005 V - - Creep Factor: 2.0 Max TC CSI:0.230 Max BC CSI:0.038 Max W eb CSI:0.125 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:C1 41' GE Ply: 1 Qty:2 SEQN:762705 T11 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.47407 CY /GWH 01/21/2019 M12 M13 M14 M15 M16 (a) (a) A B K Q W AG AH AQBD 5 12 3X5(A1T) 6X6 6X6 3X10 3X10(**) 3X10(**)3X5(A1T) 12'17'12' 2'8"1'4" (TYP) 20'6" 20'6" 41' 20'6" 41' 41'1'6"1'6" 4"18'10"99'5"13**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 DF-L 1800f-1.6E Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 HF Stud :M12, M13, M14, M15, M16 2x4 DF-L(N) #1/#2 + DF-L #2: Bracing (a) 1x4 #3 SPF-S or better "L" reinforcement. 80% length of web member. Attach with 8d Box or Gun nails (0.113"x2.5",min.) @ 6" OC. Plating Notes All plates are 2X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*138 /-/-/62 /20 /22 BD*124 /-/-/41 /10 /- AQ*134 /-/-/61 /20 /- Wind reactions based on MWFRS B Brg Width = 144 Min Req =- BD Brg Width = 204 Min Req =- AQ Brg Width = 144 Min Req =- Bearings B, BD, & AQ are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 4.10 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 Q 999 360 VERT(CL):0.004 Q 999 240 HORZ(LL):0.003 V - - HORZ(TL):0.005 V - - Creep Factor: 2.0 Max TC CSI:0.230 Max BC CSI:0.038 Max W eb CSI:0.125 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:C1 41' GE Ply: 1 Qty:2 SEQN:762705 T11 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1615.47407 CY /GWH 01/21/2019 M12 M13 M14 M15 M16 (a) (a) A B K Q W AG AH AQBD 5 12 3X5(A1T) 6X6 6X6 3X10 3X10(**) 3X10(**)3X5(A1T) 12'17'12' 2'8"1'4" (TYP) 20'6" 20'6" 41' 20'6" 41' 41'1'6"1'6" 4"18'10"99'5"1301/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. 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, (NNL), or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*132 /-/-/60 /43 /27 J 22 /-/-/8 /41 /- Wind reactions based on MWFRS B Brg Width = 118 Min Req =- J Brg Width = 1.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 P 999 360 VERT(CL):0.002 P 999 240 HORZ(LL):-0.004 H - - HORZ(TL):0.005 H - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.056 Max W eb CSI:0.027 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M 9'11"8 MONO GE Ply: 1 Qty:2 SEQN:762715 T8 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.04210 CY /GWH 01/21/2019 A B I J 5 12 2X4(A1T) 9'11"8 2'8"1'4" (TYP) 9'10" 9'10" 9'11"8 1"8 1'6" 4"1 3"84'2"54'5"135'1"1**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. 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, (NNL), or heel (first) panels. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*132 /-/-/60 /43 /27 J 22 /-/-/8 /41 /- Wind reactions based on MWFRS B Brg Width = 118 Min Req =- J Brg Width = 1.5 Min Req =1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 P 999 360 VERT(CL):0.002 P 999 240 HORZ(LL):-0.004 H - - HORZ(TL):0.005 H - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.056 Max W eb CSI:0.027 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M 9'11"8 MONO GE Ply: 1 Qty:2 SEQN:762715 T8 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.04210 CY /GWH 01/21/2019 A B I J 5 12 2X4(A1T) 9'11"8 2'8"1'4" (TYP) 9'10" 9'10" 9'11"8 1"8 1'6" 4"1 3"84'2"54'5"135'1"101/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 405 /-/-/196 /31 /98 F 365 /-/-/194 /25 /- E 201 /-/-/83 /40 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 E Brg Width = 1.5 Min Req =1.5 Bearings B, F, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.016 F 999 360 VERT(CL):0.028 F 999 240 HORZ(LL):0.008 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.431 Max BC CSI:0.288 Max W eb CSI:0.088 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M1 9'11"8 MONO Ply: 1 Qty:8 SEQN:762712 T7 MONO FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.12657 CY /GWH 01/21/2019 A B C D EF 5 12 2X4(A1T)2X4 4X4 4X4 2X4 6'2"12 3'8"12 6'2"12 6'2"12 9'11"8 3'8"12 6'2"12 6'2"12 9'10" 3'7"4 9'11"8 1"81'6" 4"1 3"84'2"54'5"135'1"1**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 405 /-/-/196 /31 /98 F 365 /-/-/194 /25 /- E 201 /-/-/83 /40 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 E Brg Width = 1.5 Min Req =1.5 Bearings B, F, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.016 F 999 360 VERT(CL):0.028 F 999 240 HORZ(LL):0.008 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.431 Max BC CSI:0.288 Max W eb CSI:0.088 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M1 9'11"8 MONO Ply: 1 Qty:8 SEQN:762712 T7 MONO FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.12657 CY /GWH 01/21/2019 A B C D EF 5 12 2X4(A1T)2X4 4X4 4X4 2X4 6'2"12 3'8"12 6'2"12 6'2"12 9'11"8 3'8"12 6'2"12 6'2"12 9'10" 3'7"4 9'11"8 1"81'6" 4"1 3"84'2"54'5"135'1"101/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*147 /-/-/71 /84 /50 E 41 /-/-/12 /68 /- Wind reactions based on MWFRS B Brg Width = 46.0 Min Req =- E Brg Width = 1.5 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 F 999 360 VERT(CL):0.002 F 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.053 Max W eb CSI:0.067 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M2 3'11"8 MONO GE Ply: 1 Qty:2 SEQN:762710 T13 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.17053 CY /GWH 01/21/2019 A B D E 5 12 2X4(A1T) 3'11"8 2'8" 2'8" 3'11"8 1'3"8 2'8" 2'8" 3'10" 1'2" 3'11"8 1"8 1'6" 4"1 3"81'8"51'11"132'7"1**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*147 /-/-/71 /84 /50 E 41 /-/-/12 /68 /- Wind reactions based on MWFRS B Brg Width = 46.0 Min Req =- E Brg Width = 1.5 Min Req =1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 F 999 360 VERT(CL):0.002 F 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.053 Max W eb CSI:0.067 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M2 3'11"8 MONO GE Ply: 1 Qty:2 SEQN:762710 T13 GABL FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.17053 CY /GWH 01/21/2019 A B D E 5 12 2X4(A1T) 3'11"8 2'8" 2'8" 3'11"8 1'3"8 2'8" 2'8" 3'10" 1'2" 3'11"8 1"8 1'6" 4"1 3"81'8"51'11"132'7"101/21/2019 WA COA #1931 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 299 /-/-/150 /31 /46 D 165 /-/-/67 /18 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.231 Max BC CSI:0.142 Max W eb CSI:0.069 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M3 3'11"8 MONO Ply: 1 Qty:16 SEQN:762707 T12 MONO FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.19877 CY /GWH 01/21/2019 A B C D 5 12 2X4(A1T)2X4 2X4 3'11"8 3'10" 3'10" 3'11"8 1"8 1'6" 4"1 3"81'8"51'11"132'7"1**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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 todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 Tru-Truss, Inc. 2750 Hogum Bay Road, N.E. LACEY WA 98516 (360) 491-8024 Ext 8351 Rovana Circle Sacramento, CA 95828 Lumber Top chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Bot chord 2x4 :DF-L(N) #1/#2 + DF-L #2: Webs 2x4 HF Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 299 /-/-/150 /31 /46 D 165 /-/-/67 /18 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:25.00 TCDL:7.00 BCLL:0.00 BCDL:10.00 Des Ld:42.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:110 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 3.5 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 25.0 Ct: -CAT: - Pf: 25.0 Ce: - Lu: -Cs: - Snow Duration: - Code / Misc Criteria Bldg Code:IRC 2015 TPI Std:2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.231 Max BC CSI:0.142 Max W eb CSI:0.069 VIEW Ver: 18.01.00C.0525.21 Job Number:KWN0118J KW NORTHWEST Truss Label:M3 3'11"8 MONO Ply: 1 Qty:16 SEQN:762707 T12 MONO FROM: JDS Cust: R 7173 JRef:1WHY71730001 DrwNo:021.19.1616.19877 CY /GWH 01/21/2019 A B C D 5 12 2X4(A1T)2X4 2X4 3'11"8 3'10" 3'10" 3'11"8 1"8 1'6" 4"1 3"81'8"51'11"132'7"101/21/2019 WA COA #1931 Earth City, MO 63045 13389 Lakefront Drive 01/21/2019 Earth City, MO 63045 13389 Lakefront Drive 01/21/2019 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 01/21/2019 Earth City, MO 63045 13389 Lakefront Drive 01/21/2019