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HomeMy WebLinkAbout1303 N Bristol St - DEF 2 - PlanDeffered submittal to 101121872 Bldg #101124892 APPROVALS:BLDG - CSG Truss Calculations NOTES: All lateral bracing specified is for bracing compression members and must be installed. Top chords are assumed to be laterally braced by roof sheeting or spaced sheeting. Bottom chords are to be laterally braced by 1x4 @10’-0” O.C. maximum or rigid ceiling. 1. Verification of design criteria, loading, deflection, framing methods, wind bracing and other lateral bracing that is always required is the responsibility of the Building Designer / Project Engineer. All truss designs must be reviewed and approved by Building Designer / Project Engineer prior to manufacturing. 2. Due to variations in weather, lumber dimensions and moisture content at the time of fabrication, the truss manufacturer will not be responsible for dimension variances of ¼” or less. 3. Do not cut or alter trusses.4. Office: 7509 Madison Ave, Bldg. D Ste 109 Citrus Heights, CA 95610 Mail: PO Box 1027-Orangevale, CA 95662 Phone: (916) 485-4100 CUSTOMER Sowers Construction TRACKING #25-0691 PROJECT Raising Cane's #C1032 DATE 8/27/2025 PLAN Raising Cane's #C1032 DESIGNER Bart Thompson ADDRESS 1303 N Bristol St. Santa Ana, CA (5-1/2"x 10-1/2"FLUSH BEAM) (5-1/2"x 12"FLUSH BEAM)(5-1/2"x 12"FLUSH BEAM) (6"x12" DROP BEAM) (4) (8) (9) (3) (1) (2)(13) (11) (12) (5) (6) (7) (7) (10) (14) (5) (5) (6) (13) (13)(13) (14) (14) (6"x12" DROP BEAM ) (DRAG=2000) (DRAG=2000) MARK LOADS DESCRIPTION 1 1414 RTU-1 2 2600 RTU-2 3 1528 MAKE UP AIR UNIT (MAU)1 4 2310 PCU-1 5 200 ICE MACHINE CONDENSOR 6 200 FREEZER/COOLER CONDENSOR 7 200 MAU CONDENSOR 8 1723 KITCHEN EXHAUST HOOD 1 9 483 KITCHEN EXHAUST HOOD 2 10 29 RESTROOM EXHAUST FAN 11 1600 FRONT COUTER CLOUD 12 900 DINING CLOUD 13 1000 SUSPENDED SHELVING 14 1800 DUCT 1 (PCU TO HOODS) LOADING KEY NOTES LOADING TCLL-TCDL-BCLL-BCDL =20-15-0-10 DIMENSIONS ARE TO FACE OF TRUSS ON MULTI &SINGLE PLY FIELD BLOCKING AT TOP AND BOTTOM CHORDS AT 24"OC BECAUSE OF OVERSPACING USE LAYOUT FOR HANGERS ON SINGLE PLY TRUSSES AND ON 2-PLY TRUSSES MAX.BUILT IN PARAPET HEIGHT IS 7'0-1/2"FOR FABRICATION,AND SHIPPING LIMITATIONS. (MUS26) (MUS26) (LUS24) (LUS24)(MUS26) (MUS26) (MUS26) (MUS26) (LUS24) (HHUS26-2) (HHUS26-2) (MUS26) (MUS26) (MUS26) (MUS26) SP01 SP01 SP02 SP01 C01 A01 C02 A02 C03 A03 C04 A03 A04 C05 C05 A07 C08 A08 C09 A09 A10 A11 C13 A12 C15 A13 C16 A14 C17 A15 C18 A16 C19 A17 C20 A18 C21 A19 C22 A20 C23 A21 C24 A22 C25 A23 C26 A24 B02 B06 B05 B01 A06 A05 C11 C10 C12 C10 B03 B04 C07 C06 C14 D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 E27 E26 E25 E24 E23 E22 E21 E20 E19 E18 E17 E16 E15 E14 E13 E12 E11 E10 E09 E08 E07 E06 E05 E04 E03 E02 E01 11-05-00 2-08-00 2-10-00 2-00-00 2-00-00 2-00-00 1-10-08 2-03-12 2-02-02 1-07-10 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-11-15 2-00-01 2-00-00 2-00-00 2-00-00 2-00-00 1-10-08 3-09-042-04-04 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 10-10 3-10-00 1-03-06 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-04-08 2-09-08 1-10-00 2-00-00 2-00-00 2-00-00 2-00-00 1-07-00 55-07-00 3-09-0412-06-041-03-00 13-10-00 7-06-0410-11-04 18-10-10 3-10-00 10-05-12 4-02-14 9-02-14 7-08-02 24-03-082-05-00 10-04-12 7-08-08 2-10-00 1-04-08 18-00-10 8-02-10 15-09-08 JOB # 25-0691-001 DESIGNER Bar t Thompson SCALE NTS DATE 8/21/2025 CUSTOMER: Sowers Constr uction PLAN: Raising Cane's #C1032 PROJECT: Raising Cane's #C1032 ELEVATION: P6E-AV-SCHEME B SUBDIVISION: LOT: Design Office- 7509 Madison Ave.Suite #112 Citrus Heights,CA 95610 916-485-4100 ADDRESS: 1303 N Bristol St., Santa Ana CA 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Precision Truss, Inc.. August 27,2025 Reinmuth, Dustin Pages or sheets covered by this seal: R89895389 thru R89895500 My license renewal date for the state of California is September 30, 2026. 25-0691-001 Raising Cane's #C1032 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A01 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895389 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:51:00 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-o9_qmK?act2jSoD2gJpBd_aHdh_85QJsLruCX5yjuKP Scale = 1:52.5 12 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x12 M18AHS 4x4 5x10 5x8 8x8 3x10 6x6 8x8 3x4 3x4 3x12 4x10 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 MUS26 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:0-3-9,0-2-0], [10:0-4-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.44 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.40 0.07 0.16 (loc) 10-11 10-11 8 10-11 l/defl >999 >899 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 407 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-15: 2x6 DF No.2 G, 6-10,7-9: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1919/0-2-11, 8=1882/0-5-8 Max Horz 13=193(LC 11) Max Uplift 13=-401(LC 8), 8=-1182(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-466/92, 3-17=-3808/1503, 4-17=-3804/1503, 4-18=-5354/2329, 18-19=-5349/2329, 5-19=-5349/2329, 5-20=-5094/2531, 6-20=-5089/2532, 6-21=-3319/2376, 7-21=-3315/2377, 7-8=-1722/1078 BOT CHORD 13-22=-1692/3803, 22-23=-1692/3803, 23-24=-1692/3803, 12-24=-1692/3803, 12-25=-2321/5336, 25-26=-2321/5336, 26-27=-2321/5336, 11-27=-2321/5336, 11-28=-2364/5117, 28-29=-2364/5117, 29-30=-2364/5117, 10-30=-2364/5117, 10-31=-2116/3314, 31-32=-2116/3314, 32-33=-2116/3314, 9-33=-2116/3314 WEBS 3-13=-3981/1593, 3-12=-398/1008, 4-12=-1676/887, 4-11=-211/355, 5-11=-169/494, 5-10=-528/175, 6-10=-360/1973, 6-9=-1246/265, 7-9=-2242/3574 NOTES-(17) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 13 and 1182 lb uplift at joint 8. Continued on page 2 I am got everything you said. let me know if something is still missing August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A01 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895389 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:51:01 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-GLYCzg0CMBAa4yoED0KQ9B7SN5KNqtZ0aVem4XyjuKO NOTES-(17) 12) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-1-0 from the left end to 27-1-0 to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent at 29-1-0 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 17) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-7=-70, 8-14=-20 Concentrated Loads (lb) Vert: 22=-73(B) 23=-73(B) 24=-73(B) 25=-73(B) 26=-73(B) 27=-73(B) 28=-73(B) 29=-73(B) 30=-73(B) 31=-73(B) 32=-73(B) 33=-73(B) 34=-69(B) 35=-69(B) 36=-69(B) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A02 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895390 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:52:06 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-srzmcuoz39MMNxGkXA?fIvJRyIRaZCGaX6tisGyjuJN Scale = 1:50.8 12 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 4x8 4x4 6x8 3x4 5x8 3x8 3x4 8x8 3x4 3x4 3x8 4x10 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:0-3-9,0-2-0], [10:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.76 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.79 0.15 0.11 (loc) 10-11 10-11 8 10-11 l/defl >999 >461 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 8-15: 2x6 DF No.2 G, 6-10,7-9: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. WEBS 1 Row at midpt 3-13 REACTIONS.(lb/size)13=1368/0-2-11, 8=1356/0-5-8 Max Horz 13=176(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-461/69, 3-18=-2645/361, 4-18=-2641/362, 4-19=-3710/549, 5-19=-3705/550, 5-20=-3535/602, 6-20=-3530/603, 6-21=-2318/543, 7-21=-2313/544, 7-8=-1295/237 BOT CHORD 13-22=-531/2640, 12-22=-531/2640, 12-23=-544/3702, 11-23=-544/3702, 11-24=-434/3555, 10-24=-434/3555, 10-25=-269/2313, 9-25=-269/2313 WEBS 3-13=-2786/404, 3-12=-6/658, 4-12=-1168/205, 4-11=-71/277, 5-11=-202/454, 5-10=-492/185, 6-10=-251/1361, 6-9=-1015/221, 7-9=-328/2519 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=14ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 2-9-10, Exterior(2) 2-9-10 to 27-6-13, Corner(3) 27-6-13 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 10) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A03 Truss Type Monopitch Qty 2 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895391 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:00 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-mKUY8Ov64cHgFgaAjj6TLbXA1RpEKuDBXA1vyByjuGf Scale = 1:50.8 12 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 4x8 4x4 6x8 3x4 5x8 3x8 3x4 8x8 3x4 3x4 3x8 4x10 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:0-3-9,0-2-0], [10:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.77 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.79 0.15 0.11 (loc) 10-11 10-11 8 10-11 l/defl >999 >457 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 8-15: 2x6 DF No.2 G, 6-10,7-9: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. WEBS 1 Row at midpt 3-13 REACTIONS.(lb/size)13=1373/0-2-11, 8=1380/0-5-8 Max Horz 13=176(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-461/69, 3-18=-2657/338, 4-18=-2653/339, 4-19=-3733/506, 5-19=-3729/507, 5-20=-3568/541, 6-20=-3564/542, 6-21=-2362/463, 21-22=-2357/464, 7-22=-2357/464, 7-8=-1318/213 BOT CHORD 13-23=-514/2652, 12-23=-514/2652, 12-24=-517/3725, 11-24=-517/3725, 11-25=-398/3589, 10-25=-398/3589, 10-26=-227/2357, 9-26=-227/2357 WEBS 3-13=-2799/380, 3-12=0/663, 4-12=-1180/183, 4-11=-66/281, 5-11=-212/443, 5-10=-487/189, 6-10=-262/1349, 6-9=-1037/199, 7-9=-279/2566 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=14ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 2-9-10, Exterior(2) 2-9-10 to 27-6-13, Corner(3) 27-6-13 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 25-5-0, 7 lb down at 25-5-0, and 7 lb down at 24-5-0, and 7 lb down at 24-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A03 Truss Type Monopitch Qty 2 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895391 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:00 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-mKUY8Ov64cHgFgaAjj6TLbXA1RpEKuDBXA1vyByjuGf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-7=-70, 8-14=-20 Concentrated Loads (lb) Vert: 6=-14(F=-7, B=-7) 21=-14(F=-7, B=-7) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A04 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895392 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:01 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-EW2xLkwlrwPXtq8MHQdiuo3StrAS3JILmqmSVdyjuGe Scale = 1:50.8 12 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 4x6 3x4 4x10 3x4 8x8 3x6 3x5 8x8 3x4 3x4 3x10 5x8 LUS24 LUS24 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 18-3-10 6-0-0 24-3-11 6-0-0 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 4 7- 0 - 8 3- 5 - 5 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:0-3-9,0-2-8], [10:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.70 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.73 0.12 0.07 (loc) 10-11 10-11 8 9-10 l/defl >999 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 407 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-15: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=2116/0-2-11, 8=2335/0-5-8 Max Horz 13=193(LC 9) Max Grav 13=2153(LC 29), 8=2483(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-483/70, 3-17=-4627/0, 4-17=-4626/0, 4-18=-7934/0, 18-19=-7925/0, 19-20=-7923/0, 5-20=-7923/0, 5-21=-7947/0, 6-21=-7936/0, 6-22=-4926/0, 7-22=-4923/0, 7-8=-2448/0 BOT CHORD 13-23=0/4625, 12-23=0/4625, 12-24=0/7881, 11-24=0/7881, 11-25=0/7976, 25-26=0/7976, 10-26=0/7976, 10-27=0/4923, 9-27=0/4923 WEBS 3-13=-4884/0, 3-12=0/1626, 4-12=-3741/0, 4-11=0/942, 5-11=-400/258, 5-10=-911/0, 6-10=0/3501, 6-9=-1915/0, 7-9=0/5404 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 7-9-10 oc max. starting at 13-7-8 from the left end to 21-5-2 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A04 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895392 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:01 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-EW2xLkwlrwPXtq8MHQdiuo3StrAS3JILmqmSVdyjuGe NOTES-(15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down at 21-4-3, 199 lb down at 21-4-3, and 199 lb down at 13-8-7, and 199 lb down at 13-8-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-18=-70, 18-21=-91, 7-21=-70, 8-14=-20 Concentrated Loads (lb) Vert: 18=-399(F=-199, B=-199) 21=-399(F=-199, B=-199) 25=-430(F) 27=-338(F) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A05 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895393 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:02 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-iicJZ4xNcEXOU_jZr89xQ0cbrFawoxBU?UW013yjuGd Scale = 1:39.2 1 2 3 6 5 4 7 8 9 10 11 2x4 3x6 3x5 3x4 3x4 5x8 4-6-0 4-6-0 9-1-8 4-7-8 4-6-0 4-6-0 9-1-8 4-7-8 3- 3 - 2 2- 9 - 1 0 7- 0 - 8 3- 5 - 5 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-4-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.43 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.00 0.01 (loc) 5-6 5-6 4 5 l/defl >999 >968 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 4-7: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=459/0-5-8, 6=459/Mechanical Max Horz 6=228(LC 9) Max Uplift 4=-40(LC 9), 6=-75(LC 8) Max Grav 4=605(LC 32), 6=605(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-415/125, 2-9=-555/377, 3-9=-553/378, 3-4=-559/453 BOT CHORD 6-10=-300/468, 5-10=-300/468 WEBS 2-6=-697/476, 2-5=-202/347, 3-5=-491/545 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4 and 75 lb uplift at joint 6. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A06 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895394 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:02 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-iicJZ4xNcEXOU_jZr89xQ0cagFV3onZU?UW013yjuGd Scale = 1:22.5 1 2 3 6 5 4 7 8 9 10 3x4 3x4 3x8 3x4 3x6 4x6 6-9-6 6-9-6 13-6-12 6-9-6 6-9-6 6-9-6 13-6-12 6-9-6 2- 9 - 1 2 3- 1 - 2 0.25 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-4-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.74 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.41 0.02 0.03 (loc) 4-5 4-5 4 5 l/defl >963 >390 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS.(lb/size)4=696/Mechanical, 6=696/0-2-11 Max Horz 6=65(LC 9) Max Grav 4=737(LC 32), 6=737(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-452/145, 2-8=-1070/406, 3-8=-1063/407, 3-4=-669/305 BOT CHORD 6-9=-459/1063, 5-9=-459/1063 WEBS 2-6=-1085/435, 2-5=-250/286, 3-5=-455/1101 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A07 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895395 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:04 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-e5j3zlyd8rn6kItxyZBPWRh_I2CyGgUnSo?75yyjuGb Scale = 1:50.8 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 2425 26 27 28 29 30 31 32 33 34 4x6 3x4 8x8 3x4 8x8 3x4 3x5 3x4 2x4 8x8 5x8 4x10 2x4 3x4 Special Special 2-10-0 2-8-0 6-8-14 6-8-14 13-4-11 6-7-13 16-6-4 3-1-9 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-8-14 6-8-14 13-4-11 6-7-13 16-6-4 3-1-9 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 4 7- 0 - 8 3- 5 - 5 0.25 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [7:0-4-0,0-4-8], [10:0-3-9,0-2-8], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.65 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.74 0.12 0.07 (loc) 12-13 12-13 9 12 l/defl >999 >488 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 406 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=2116/0-2-11, 9=2335/0-5-8 Max Horz 15=193(LC 64) Max Grav 15=2153(LC 29), 9=2483(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-479/76, 3-19=-4941/0, 4-19=-4939/0, 4-20=-8238/0, 20-21=-8228/0, 21-22=-8228/0, 5-22=-8227/0, 5-23=-7741/0, 6-23=-7731/0, 6-24=-7706/0, 24-25=-7696/0, 7-25=-7696/0, 7-26=-4831/0, 8-26=-4828/0, 8-9=-2418/0 BOT CHORD 15-27=0/4848, 14-27=0/4848, 14-28=0/8225, 13-28=0/8225, 13-29=0/7740, 29-30=0/7740, 12-30=0/7740, 12-31=0/7740, 11-31=0/7740, 11-32=0/4930, 32-33=0/4930, 10-33=0/4930 WEBS 3-15=-5090/0, 3-14=0/1579, 4-14=-3729/0, 4-13=-64/687, 6-11=-971/0, 7-11=0/3455, 7-10=-2009/0, 8-10=0/5275, 5-12=-388/36, 5-13=-68/909 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A07 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895395 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:04 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-e5j3zlyd8rn6kItxyZBPWRh_I2CyGgUnSo?75yyjuGb NOTES-(13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down at 21-4-3, 199 lb down at 21-4-3, and 199 lb down at 13-8-7, and 199 lb down at 13-8-7 on top chord, and 750 lb down at 13-7-8, and 705 lb down and 60 lb up at 21-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-20=-70, 21-22=-91, 8-24=-70, 9-16=-20 Concentrated Loads (lb) Vert: 20=-398(F=-199, B=-199) 24=-398(F=-199, B=-199) 29=-430(B) 32=-338(B) Trapezoidal Loads (plf) Vert: 20=-91-to-21=-91, 22=-91-to-24=-91 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A08 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895396 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:05 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7HHRB5zFv9vzLSS8WGie2eE60SYJ?7BwhSkgeOyjuGa Scale = 1:50.8 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 2425 26 27 28 29 30 31 32 4x6 4x4 8x8 4x4 8x8 3x4 3x4 3x4 2x4 8x8 5x8 6x10 2x4 3x4 2-10-0 2-8-0 6-8-14 6-8-14 13-4-11 6-7-13 16-6-4 3-1-9 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-8-14 6-8-14 13-4-11 6-7-13 16-6-4 3-1-9 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 4 7- 0 - 8 3- 5 - 5 0.25 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [7:0-4-0,0-4-8], [10:0-3-9,0-2-8], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.64 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.65 0.11 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >559 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1369/0-2-11, 9=1358/0-5-8 Max Horz 15=193(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-462/85, 3-19=-2856/574, 4-19=-2851/575, 4-20=-3899/836, 20-21=-3896/836, 21-22=-3896/836, 5-22=-3895/836, 5-23=-3588/837, 6-23=-3584/837, 6-24=-3568/834, 24-25=-3564/834, 7-25=-3564/835, 7-26=-2319/688, 8-26=-2315/688, 8-9=-1271/325 BOT CHORD 15-27=-751/2819, 14-27=-751/2819, 14-28=-815/3893, 13-28=-815/3893, 13-29=-674/3588, 12-29=-674/3588, 12-30=-674/3588, 11-30=-674/3588, 11-31=-442/2369, 10-31=-442/2369 WEBS 3-15=-2932/612, 3-14=-8/620, 4-14=-1124/278, 6-11=-495/182, 7-11=-365/1398, 7-10=-1052/303, 8-10=-492/2472, 5-12=-264/117, 5-13=-186/651 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down at 21-4-3, 1 lb down at 21-4-3, and 1 lb down at 13-8-7, and 1 lb down at 13-8-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A08 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895396 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:05 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7HHRB5zFv9vzLSS8WGie2eE60SYJ?7BwhSkgeOyjuGa LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 20=-1(F=-1, B=-1) 24=-1(F=-1, B=-1) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A09 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895397 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:06 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-bUrqOR_tgS1qzb1K4zDtbsnBZss3kaZ4w6UDAryjuGZ Scale = 1:50.8 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x8 4x4 8x8 3x4 3x8 3x4 3x4 3x4 2x4 5x8 3x8 5x8 6x10 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-8], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.74 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.77 0.15 0.15 (loc) 12-13 12-13 9 12-13 l/defl >999 >471 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1368/0-2-11, 9=1356/0-5-8 Max Horz 15=195(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-462/84, 3-19=-2642/537, 4-19=-2638/537, 4-20=-3717/794, 20-21=-3713/794, 21-22=-3712/794, 5-22=-3711/794, 5-23=-3501/825, 6-23=-3497/826, 6-24=-3480/823, 7-24=-3475/823, 7-25=-2272/687, 8-25=-2267/687, 8-9=-1288/328 BOT CHORD 15-26=-729/2637, 14-26=-729/2637, 14-27=-815/3711, 13-27=-815/3711, 13-28=-672/3503, 12-28=-672/3503, 12-29=-672/3503, 11-29=-672/3503, 11-30=-425/2267, 10-30=-425/2267 WEBS 3-15=-2782/592, 3-14=-33/666, 4-14=-1181/280, 5-13=-163/535, 6-11=-573/216, 7-11=-382/1413, 7-10=-1020/298, 8-10=-484/2451, 5-12=-103/294 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 10) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A10 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895398 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:07 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3gPCcn_VRm9gblcWehk673JMIGCIT1pD9mDniHyjuGY Scale = 1:50.8 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x8 4x4 8x8 3x4 3x8 3x4 3x4 3x4 2x4 6x8 3x8 5x8 6x10 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-8], [11:0-3-8,0-3-6], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.74 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.77 0.15 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >470 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1371/0-2-11, 9=1357/0-5-8 Max Horz 15=176(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-463/69, 3-21=-2648/345, 4-21=-2644/346, 4-22=-3721/524, 5-22=-3715/524, 5-23=-3504/565, 6-23=-3500/565, 6-24=-3482/563, 7-24=-3477/564, 7-25=-2273/505, 8-25=-2268/505, 8-9=-1289/235 BOT CHORD 15-26=-518/2643, 14-26=-518/2643, 14-27=-542/3715, 13-27=-542/3715, 13-28=-426/3506, 12-28=-426/3506, 12-29=-426/3506, 11-29=-426/3506, 11-30=-268/2268, 10-30=-268/2268 WEBS 3-15=-2788/387, 3-14=0/665, 4-14=-1179/194, 5-13=-146/537, 6-11=-574/165, 7-11=-269/1415, 7-10=-1021/218, 8-10=-311/2452, 5-12=-104/294 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=14ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 2-9-10, Exterior(2) 2-9-10 to 27-6-13, Corner(3) 27-6-13 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down at 5-4-15, and 2 lb down at 5-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A10 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895398 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:07 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3gPCcn_VRm9gblcWehk673JMIGCIT1pD9mDniHyjuGY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 20=-3(F=-2, B=-2) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A11 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895399 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:07 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3gPCcn_VRm9gblcWehk673JM8GC4T3GD9mDniHyjuGY Scale = 1:50.8 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 4x8 4x4 8x8 3x4 3x10 3x4 3x4 3x4 2x4 5x8 3x10 4x10 6x8 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-0], [11:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.75 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.80 0.16 0.15 (loc) 12-13 12-13 9 12-13 l/defl >999 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1444/0-2-11, 9=1377/0-5-8 Max Horz 15=195(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-465/81, 3-20=-2816/363, 20-21=-2810/364, 4-21=-2810/365, 4-22=-3862/649, 22-23=-3858/649, 23-24=-3857/649, 5-24=-3856/649, 5-25=-3590/735, 6-25=-3586/736, 6-26=-3568/733, 7-26=-3562/734, 7-27=-2319/648, 8-27=-2314/649, 8-9=-1310/308 BOT CHORD 15-28=-557/2810, 14-28=-557/2810, 14-29=-669/3857, 13-29=-669/3857, 13-30=-581/3593, 12-30=-581/3593, 12-31=-581/3593, 11-31=-581/3593, 11-32=-386/2314, 10-32=-386/2314 WEBS 3-15=-2966/407, 3-14=-47/652, 4-14=-1152/309, 5-13=-98/602, 6-11=-594/192, 7-11=-322/1461, 7-10=-1046/277, 8-10=-443/2509, 5-12=-110/287 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down at 5-4-15, and 23 lb down at 5-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A11 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895399 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:08 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Xszap7?8C4HXCvBiBOGLgHsXugYJCWWMNQzKEjyjuGX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 19=-46(F=-23, B=-23) 20=-50 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A12 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895400 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:08 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Xszap7?8C4HXCvBiBOGLgHscFgXJCYvMNQzKEjyjuGX Scale = 1:50.8 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x6 4x4 8x8 4x4 3x10 3x5 3x4 3x4 2x4 8x8 4x8 4x10 6x8 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.82 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.82 0.14 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >442 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14 REACTIONS.(lb/size)15=1571/0-2-11, 9=1553/0-5-8 Max Horz 15=193(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-467/78, 3-20=-3192/68, 20-21=-3187/70, 4-21=-3187/71, 4-22=-4560/79, 22-23=-4555/80, 23-24=-4555/80, 5-24=-4554/80, 5-25=-4361/81, 6-25=-4357/82, 6-26=-4340/80, 7-26=-4336/81, 7-27=-2750/282, 8-27=-2745/282, 8-9=-1471/130 BOT CHORD 15-28=-257/3186, 14-28=-257/3186, 14-29=-100/4547, 13-29=-100/4547, 13-30=0/4362, 30-31=0/4362, 12-31=0/4362, 12-32=0/4362, 11-32=0/4362, 11-33=-22/2745, 33-34=-22/2745, 10-34=-22/2745 WEBS 3-15=-3341/83, 3-14=0/748, 4-14=-1488/14, 4-13=-52/303, 5-13=-202/515, 6-11=-536/140, 7-11=0/1847, 7-10=-1242/125, 8-10=-45/2956 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 10) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A12 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895400 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:08 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Xszap7?8C4HXCvBiBOGLgHscFgXJCYvMNQzKEjyjuGX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=-50 20=-50 31=-150 33=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A13 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895401 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:09 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-?2Xy1T0mzNPOq3mvl6naDUPkh3tix?LWc4iun9yjuGW Scale = 1:50.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 4x6 8x8 4x4 3x10 3x5 3x4 3x4 2x4 8x8 4x8 4x10 6x8 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.81 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.80 0.13 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >450 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14 REACTIONS.(lb/size)15=1696/0-2-11, 9=1543/0-5-8 Max Horz 15=193(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-621/0, 3-19=-3135/126, 4-19=-3131/126, 4-20=-4478/161, 20-21=-4474/162, 21-22=-4473/162, 5-22=-4473/162, 5-23=-4315/126, 6-23=-4311/127, 6-24=-4295/125, 7-24=-4291/126, 7-25=-2729/302, 8-25=-2725/303, 8-9=-1461/140 BOT CHORD 15-26=-314/3130, 14-26=-314/3130, 14-27=-182/4464, 13-27=-182/4464, 13-28=0/4316, 28-29=0/4316, 12-29=0/4316, 12-30=0/4316, 11-30=0/4316, 11-31=-42/2724, 31-32=-42/2724, 10-32=-42/2724 WEBS 3-15=-3263/161, 3-14=0/736, 4-14=-1459/43, 4-13=-29/326, 5-13=-245/472, 6-11=-527/150, 7-11=-10/1818, 7-10=-1230/136, 8-10=-68/2933 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down at 3-3-12, 18 lb down at 3-3-12, and 18 lb down at 0-3-12, and 18 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A13 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895401 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:09 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-?2Xy1T0mzNPOq3mvl6naDUPkh3tix?LWc4iun9yjuGW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-18=-116, 8-18=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-36(F=-18, B=-18) 18=-36(F=-18, B=-18) 29=-150 31=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A14 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895402 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:10 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-TF5KEp1OkhYFSDL5JpIplixwrTFzgROfrkSRJcyjuGV Scale = 1:50.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x6 4x6 8x8 3x4 3x10 3x4 3x4 3x4 2x4 8x8 3x10 4x10 6x8 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.68 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.67 0.11 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1629/0-2-11, 9=1370/0-5-8 Max Horz 15=193(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-662/0, 3-19=-2872/388, 4-19=-2868/389, 4-20=-3918/721, 20-21=-3913/722, 21-22=-3913/722, 5-22=-3913/722, 5-23=-3661/780, 6-23=-3657/781, 6-24=-3642/778, 7-24=-3636/779, 7-25=-2362/669, 8-25=-2358/670, 8-9=-1287/314 BOT CHORD 15-26=-576/2867, 14-26=-576/2867, 14-27=-736/3910, 13-27=-736/3910, 13-28=-619/3662, 12-28=-619/3662, 12-29=-619/3662, 11-29=-619/3662, 11-30=-410/2357, 10-30=-410/2357 WEBS 3-15=-2985/440, 3-14=-63/614, 4-14=-1141/361, 5-13=-132/584, 6-11=-505/172, 7-11=-341/1486, 7-10=-1076/290, 8-10=-472/2529 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down at 3-3-12, 58 lb down at 3-3-12, and 58 lb down at 0-3-12, and 58 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A14 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895402 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:10 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-TF5KEp1OkhYFSDL5JpIplixwrTFzgROfrkSRJcyjuGV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-18=-84, 8-18=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-117(F=-58, B=-58) 18=-117(F=-58, B=-58) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A15 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895403 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:11 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-xRfiR910U?g63NvHtXp2IvU53tb0Pt2p3OB_r2yjuGU Scale = 1:51.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4x6 4x6 8x8 4x10 4x4 3x10 3x4 3x4 3x4 2x4 8x8 3x8 4x10 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-3-8,0-2-0], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.69 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.69 0.12 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >525 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1614/0-2-11, 9=1666/0-5-8 Max Horz 15=62(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-636/0, 3-18=-2895/328, 4-18=-2890/329, 4-19=-3988/541, 19-20=-3984/541, 20-21=-3983/541, 5-21=-3983/542, 5-22=-3764/517, 6-22=-3761/518, 6-23=-3747/513, 7-23=-3740/514, 7-24=-2557/280, 24-25=-2552/280, 25-26=-2551/286, 8-26=-2542/287, 8-9=-1586/0 BOT CHORD 15-27=-400/2890, 14-27=-400/2890, 14-28=-612/3980, 13-28=-612/3980, 13-29=-557/3765, 12-29=-557/3765, 12-30=-557/3765, 11-30=-557/3765, 11-31=-288/2550, 10-31=-288/2550 WEBS 3-15=-3013/347, 3-14=-19/634, 4-14=-1192/258, 5-13=-146/548, 6-11=-459/170, 7-11=-302/1385, 7-10=-1162/218, 8-10=-302/2767 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-5-8, Corner(3) 15-5-8 to 30-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 3-3-12, 60 lb down at 3-3-12, and 60 lb down at 0-3-12, and 60 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A15 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895403 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:11 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-xRfiR910U?g63NvHtXp2IvU53tb0Pt2p3OB_r2yjuGU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-25=-70, 25-26=-212, 8-26=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-120(F=-60, B=-60) 17=-120(F=-60, B=-60) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A16 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895404 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:12 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-PdC5fV2eFIozhWUUQEKHq70GRHuK8MDyI2xYNUyjuGT Scale = 1:51.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 4x6 8x8 4x10 3x4 3x10 3x5 3x4 3x4 2x4 8x8 4x8 4x10 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-3-8,0-2-0], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.81 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.82 0.13 0.19 (loc) 12-13 12-13 9 12-13 l/defl >999 >444 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14 REACTIONS.(lb/size)15=1724/0-2-11, 9=1548/0-5-8 Max Horz 15=87(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-638/0, 2-17=-273/223, 3-17=-464/421, 3-18=-3159/128, 4-18=-3154/355, 4-19=-4507/49, 19-20=-4503/97, 20-21=-4502/127, 5-21=-4502/175, 5-22=-4348/128, 6-22=-4344/0, 6-23=-4328/0, 7-23=-4322/202, 7-24=-2783/114, 8-24=-2778/276, 8-9=-1473/234 BOT CHORD 15-25=-1622/3605, 25-26=-1622/3605, 14-26=-1622/3605, 14-27=-1196/4493, 13-27=-1196/4493, 13-28=-676/4348, 28-29=-676/4348, 12-29=-676/4348, 12-30=-676/4348, 11-30=-676/4348, 11-31=-372/2778, 31-32=-372/2778, 10-32=-372/2778 WEBS 3-15=-3292/556, 3-14=-88/737, 4-14=-1473/383, 4-13=-69/389, 5-13=-596/540, 6-11=-521/225, 7-11=-339/1795, 7-10=-1251/312, 8-10=-373/3037, 5-12=-142/269 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-5-8, Corner(3) 15-5-8 to 30-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 2000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 for 1000.0 plf. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 3-3-12, 60 lb down at 3-3-12, and 60 lb down at 0-3-12, and 60 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A16 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895404 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:12 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-PdC5fV2eFIozhWUUQEKHq70GRHuK8MDyI2xYNUyjuGT 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-120(F=-60, B=-60) 17=-120(F=-60, B=-60) 29=-150 31=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A17 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895405 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:13 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-uqmTsq3G0cwqJg3g_yrWNKZRChEctpH6Xig5wxyjuGS Scale = 1:52.3 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 4x6 8x8 8x14 4x6 8x8 3x10 3x5 3x4 3x4 2x4 4x8 4x10 2x4 4x6 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 19-5-13 0-3-9 24-3-11 4-9-14 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0- 1 0 - 8 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.81 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.80 0.12 0.13 (loc) 12-13 12-13 18 12-13 l/defl >999 >454 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-10: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14 REACTIONS.(lb/size)15=1720/0-2-11, 18=1510/0-5-8 Max Horz 15=42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-638/0, 3-20=-3148/72, 4-20=-3143/73, 4-21=-4486/35, 5-21=-4481/36, 5-22=-4322/0, 6-22=-4318/0, 6-23=-4301/0, 7-23=-4297/0, 7-24=-2729/21, 8-24=-2725/22, 9-17=0/420, 8-17=0/420 BOT CHORD 15-25=-102/3142, 14-25=-102/3142, 14-26=-70/4472, 13-26=-70/4472, 13-27=0/4323, 27-28=0/4323, 12-28=0/4323, 12-29=0/4323, 11-29=0/4323, 11-30=-35/2725, 30-31=-35/2725, 10-31=-35/2725, 10-32=-28/277, 9-32=-28/277 WEBS 3-15=-3280/58, 3-14=0/734, 4-14=-1455/0, 4-13=-31/324, 5-13=-219/473, 6-11=-527/112, 7-11=0/1825, 7-10=-1227/113, 8-10=-8/2761, 8-18=-1539/54 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 3-3-12, 60 lb down at 3-3-12, and 60 lb down at 0-3-12, and 60 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) StandardContinued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A17 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895405 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:14 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-M0Kr4A4unw2hwqesYfMlwY6cx4arcGXFmMQfSNyjuGR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-120(F=-60, B=-60) 19=-120(F=-60, B=-60) 28=-150 30=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A18 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895406 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:14 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-M0Kr4A4unw2hwqesYfMlwY6cM4czcDBFmMQfSNyjuGR Scale = 1:52.3 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x6 4x6 8x8 8x14 4x6 8x8 3x10 3x4 3x4 3x4 2x4 3x10 4x8 2x4 4x6 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 19-5-13 0-3-9 24-3-11 4-9-14 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0- 1 0 - 8 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.67 0.10 0.13 (loc) 12-13 12-13 18 12-13 l/defl >999 >544 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1596/0-2-11, 18=1334/0-5-8 Max Horz 15=42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-636/0, 3-20=-2851/369, 4-20=-2847/370, 4-21=-3905/615, 5-21=-3901/616, 5-22=-3655/595, 6-22=-3651/596, 6-23=-3635/592, 7-23=-3630/593, 7-24=-2345/394, 8-24=-2340/395, 9-17=0/422, 8-17=0/422 BOT CHORD 15-25=-398/2846, 14-25=-398/2846, 14-26=-644/3898, 13-26=-644/3898, 13-27=-618/3655, 12-27=-618/3655, 12-28=-618/3655, 11-28=-618/3655, 11-29=-408/2340, 10-29=-408/2340, 10-30=-57/256, 9-30=-57/256 WEBS 3-15=-2966/372, 3-14=-29/619, 4-14=-1151/281, 5-13=-114/579, 6-11=-506/136, 7-11=-235/1498, 7-10=-1066/272, 8-10=-396/2351, 8-18=-1361/233 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 3-3-12, 60 lb down at 3-3-12, and 60 lb down at 0-3-12, and 60 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A18 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895406 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:15 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-qCuDHW5XYDAYY_D36Mu_Slen6UyCLgRO_09C_pyjuGQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-120(F=-60, B=-60) 19=-120(F=-60, B=-60) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A19 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895407 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:15 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-qCuDHW5XYDAYY_D36Mu_SlenhUw4LjnO_09C_pyjuGQ Scale = 1:52.3 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 4x6 8x8 8x14 4x6 8x8 3x10 3x5 3x4 3x4 2x4 4x8 4x10 2x4 4x6 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 19-5-13 0-3-9 24-3-11 4-9-14 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0- 1 0 - 8 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.81 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.80 0.12 0.13 (loc) 12-13 12-13 18 12-13 l/defl >999 >454 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-10: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14 REACTIONS.(lb/size)15=1720/0-2-11, 18=1510/0-5-8 Max Horz 15=42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-638/0, 3-20=-3148/72, 4-20=-3143/73, 4-21=-4486/35, 5-21=-4481/36, 5-22=-4322/0, 6-22=-4318/0, 6-23=-4301/0, 7-23=-4297/0, 7-24=-2729/21, 8-24=-2725/22, 9-17=0/420, 8-17=0/420 BOT CHORD 15-25=-102/3142, 14-25=-102/3142, 14-26=-70/4472, 13-26=-70/4472, 13-27=0/4323, 27-28=0/4323, 12-28=0/4323, 12-29=0/4323, 11-29=0/4323, 11-30=-35/2725, 30-31=-35/2725, 10-31=-35/2725, 10-32=-28/277, 9-32=-28/277 WEBS 3-15=-3280/58, 3-14=0/734, 4-14=-1455/0, 4-13=-31/324, 5-13=-219/473, 6-11=-527/112, 7-11=0/1825, 7-10=-1227/113, 8-10=-8/2761, 8-18=-1539/54 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 3-3-12, 60 lb down at 3-3-12, and 60 lb down at 0-3-12, and 60 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) StandardContinued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A19 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895407 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:15 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-qCuDHW5XYDAYY_D36Mu_SlenhUw4LjnO_09C_pyjuGQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 2=-120(F=-60, B=-60) 19=-120(F=-60, B=-60) 28=-150 30=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A20 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895408 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:16 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-IPSbVs59JXIPA8oFf4PD?zBwxuGD4ArYDgvlWFyjuGP Scale = 1:52.3 12 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 4x6 8x8 8x14 4x6 4x14 M18AHS 3x10 3x5 3x4 3x4 2x4 3x10 4x8 4x10 2x4 4x6 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 19-5-13 0-3-9 24-3-11 4-9-14 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0- 1 0 - 8 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.81 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.80 0.12 0.13 (loc) 13-14 13-14 19 13-14 l/defl >999 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 196 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-10: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-15 REACTIONS.(lb/size)16=1784/0-2-11, 19=1513/0-5-8 Max Horz 16=42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-688/0, 3-21=-3190/31, 4-21=-3185/32, 4-22=-4507/13, 5-22=-4503/14, 5-23=-4343/0, 6-23=-4340/0, 6-24=-4349/0, 7-24=-4345/0, 7-25=-2741/13, 8-25=-2737/13, 9-18=0/419, 8-18=0/419 BOT CHORD 16-26=-60/3184, 15-26=-60/3184, 15-27=-48/4494, 14-27=-48/4494, 14-28=0/4344, 28-29=0/4344, 13-29=0/4344, 13-30=0/4344, 12-30=0/4344, 11-12=0/4344, 11-31=-27/2736, 31-32=-27/2736, 10-32=-27/2736, 10-33=-28/277, 9-33=-28/277 WEBS 3-16=-3314/25, 3-15=0/722, 4-15=-1433/0, 4-14=-28/327, 5-14=-216/474, 6-11=-519/113, 7-11=0/1854, 7-10=-1225/113, 8-10=0/2774, 8-19=-1542/51 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down at 3-3-12, 33 lb down at 3-3-12, and 33 lb down at 0-3-12, and 33 lb down at 0-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A20 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895408 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:16 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-IPSbVs59JXIPA8oFf4PD?zBwxuGD4ArYDgvlWFyjuGP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-20=-126, 8-20=-70, 9-17=-20 Concentrated Loads (lb) Vert: 2=-67(F=-33, B=-33) 20=-67(F=-33, B=-33) 29=-150 31=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A21 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895409 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:17 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-mb0_iC6n4rQGoINRDnwSXAk9XIeypZ5hSKeJ3iyjuGO Scale = 1:52.4 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x6 4x4 8x8 8x14 4x6 8x8 3x8 3x4 3x4 3x4 2x4 3x10 4x8 2x4 4x6 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 19-5-13 0-3-9 24-3-11 4-9-14 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0- 1 0 - 8 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.65 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.65 0.09 0.13 (loc) 12-13 12-13 18 12-13 l/defl >999 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1378/0-2-11, 18=1322/0-5-8 Max Horz 15=42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-469/76, 3-20=-2719/502, 4-20=-2714/502, 4-21=-3828/693, 5-21=-3823/693, 5-22=-3602/649, 6-22=-3598/649, 6-23=-3582/645, 7-23=-3577/646, 7-24=-2322/417, 8-24=-2317/418, 9-17=0/422, 8-17=0/422 BOT CHORD 15-25=-530/2714, 14-25=-530/2714, 14-26=-722/3820, 13-26=-722/3820, 13-27=-671/3602, 12-27=-671/3602, 12-28=-671/3602, 11-28=-671/3602, 11-29=-431/2317, 10-29=-431/2317, 10-30=-59/254, 9-30=-59/254 WEBS 3-15=-2840/499, 3-14=0/649, 4-14=-1211/221, 5-13=-143/550, 6-11=-498/144, 7-11=-270/1463, 7-10=-1052/286, 8-10=-420/2327, 8-18=-1349/245 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A21 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895409 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:17 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-mb0_iC6n4rQGoINRDnwSXAk9XIeypZ5hSKeJ3iyjuGO LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-30, 2-19=-74, 8-19=-70, 9-16=-20 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A22 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895410 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:18 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-EnaMvY7Pr8Y7PRydnVRh4OGK5i_zY0Brg_Osb8yjuGN Scale = 1:52.4 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x6 4x4 8x8 8x14 4x6 8x8 3x8 3x4 3x4 3x4 2x4 3x10 4x8 2x4 4x6 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 19-5-13 0-3-9 24-3-11 4-9-14 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 3- 5 - 6 0- 1 0 - 8 3- 5 - 6 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [8:0-5-4,0-4-4], [9:Edge,0-3-9], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.67 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.66 0.10 0.13 (loc) 12-13 12-13 18 12-13 l/defl >999 >549 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1392/0-2-11, 18=1333/0-5-8 Max Horz 15=42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-470/75, 3-20=-2751/469, 4-20=-2747/470, 4-21=-3874/647, 5-21=-3869/648, 5-22=-3649/602, 6-22=-3645/602, 6-23=-3628/598, 7-23=-3624/599, 7-24=-2342/396, 8-24=-2338/397, 9-17=0/422, 8-17=0/422 BOT CHORD 15-25=-498/2746, 14-25=-498/2746, 14-26=-676/3866, 13-26=-676/3866, 13-27=-624/3649, 12-27=-624/3649, 12-28=-624/3649, 11-28=-624/3649, 11-29=-410/2338, 10-29=-410/2338, 10-30=-57/256, 9-30=-57/256 WEBS 3-15=-2873/465, 3-14=0/654, 4-14=-1225/207, 5-13=-145/548, 6-11=-506/136, 7-11=-240/1493, 7-10=-1064/274, 8-10=-398/2349, 8-18=-1359/235 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 lb down at 16-4-15, 9 lb down at 16-4-15, and 9 lb down at 3-3-0, and 9 lb down at 3-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A22 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895410 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:18 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-EnaMvY7Pr8Y7PRydnVRh4OGK5i_zY0Brg_Osb8yjuGN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 5=-17(F=-9, B=-9) 19=-17(F=-9, B=-9) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A23 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895411 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:19 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-i_7k7u81cSg_1bXqLCywcbpRQ5G8HS0_vd7P7ayjuGM Scale = 1:50.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5x6 4x6 8x8 4x4 3x12 3x4 3x4 3x4 2x4 8x8 4x8 4x10 6x8 2x4 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [10:0-3-9,0-2-0], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.83 0.13 0.13 (loc) 12-13 12-13 9 12-13 l/defl >999 >434 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=1699/0-2-11, 9=1510/0-5-8 Max Horz 15=193(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-577/0, 3-19=-3256/5, 4-19=-3251/6, 4-20=-4517/122, 20-21=-4512/123, 21-22=-4512/123, 5-22=-4511/123, 5-23=-4290/151, 6-23=-4286/152, 6-24=-4268/152, 7-24=-4261/153, 7-25=-2641/390, 8-25=-2637/391, 8-9=-1421/180 BOT CHORD 15-26=-193/3251, 14-26=-193/3251, 14-27=-141/4505, 13-27=-141/4505, 13-28=0/4292, 12-28=0/4292, 12-29=0/4292, 11-29=0/4292, 11-30=-131/2636, 10-30=-131/2636 WEBS 3-15=-3379/45, 3-14=0/697, 4-14=-1372/130, 4-13=-77/278, 5-13=-171/546, 6-11=-610/66, 7-11=0/1888, 7-10=-1240/126, 8-10=-169/2832, 5-12=-338/24 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down at 16-4-15, 121 lb down at 16-4-15, and 121 lb down at 3-3-0, and 121 lb down at 3-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A23 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895411 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:19 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-i_7k7u81cSg_1bXqLCywcbpRQ5G8HS0_vd7P7ayjuGM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 5=-243(F=-121, B=-121) 18=-243(F=-121, B=-121) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A24 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895412 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:21 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fMFUYZ9H83whGvgCSd_Oi0ulfvxjlOgHNxcWCTyjuGK Scale = 1:52.6 12 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 9x12 M18AHS 4x6 8x8 6x10 4x10 8x8 6x6 3x4 2x4 7x14 M18AHS 4x8 4x12 6x10 2x4 LUS24 MUS26 MUS26 LUS24 LUS24 LUS24 LUS24 MUS26 MUS26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 2-8-0 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 6-3-9 6-3-9 12-3-10 6-0-0 16-6-4 4-2-10 19-2-4 2-8-0 24-3-11 5-1-7 30-7-4 6-3-9 2- 9 - 1 2 2- 4 - 3 7- 0 - 8 3- 5 - 4 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [9:Edge,0-5-10], [10:0-3-9,0-2-0], [11:0-7-0,0-4-8], [14:0-3-9,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.92 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -1.10 0.17 0.37 (loc) 12-13 12-13 9 12-13 l/defl >999 >328 n/a >974 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 406 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.1 G WEBS 2x4 DF Std G *Except* 9-17: 2x6 DF No.2 G, 8-10: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.(lb/size)15=2839/0-2-11, 9=2756/0-5-8 Max Horz 15=193(LC 62) Max Uplift 15=-1294(LC 8), 9=-1231(LC 12) Max Grav 15=4774(LC 42), 9=4627(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-613/44, 2-18=-356/103, 3-18=-347/107, 3-19=-9228/3385, 4-19=-9227/3386, 4-20=-12977/4916, 20-21=-12976/4916, 21-22=-12975/4916, 5-22=-12975/4916, 5-23=-12208/4586, 6-23=-12199/4586, 6-24=-12171/4578, 7-24=-12168/4579, 7-25=-7782/3280, 25-26=-7780/3280, 8-26=-7780/3285, 8-9=-3994/1329 BOT CHORD 15-27=-3573/9225, 27-28=-3573/9225, 28-29=-3573/9225, 14-29=-3573/9225, 14-30=-4903/12908, 30-31=-4903/12908, 31-32=-4903/12908, 13-32=-4903/12908, 13-33=-4425/12213, 33-34=-4425/12213, 34-35=-4425/12213, 12-35=-4425/12213, 12-36=-4425/12213, 36-37=-4425/12213, 37-38=-4425/12213, 11-38=-4425/12213, 11-39=-3021/7780, 39-40=-3021/7780, 40-41=-3021/7780, 10-41=-3021/7780, 10-42=-140/339, 42-43=-140/339, 43-44=-140/339, 9-44=-140/339 WEBS 3-15=-9632/3594, 3-14=-1239/3309, 4-14=-4196/1642, 4-13=-456/1165, 5-13=-594/1167, 6-11=-1126/326, 7-11=-1719/5314, 7-10=-2568/829, 8-10=-3305/8357, 5-12=-178/329 NOTES-(18) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-0-0 to 15-0-0, Exterior(2) 15-0-0 to 15-4-7, Corner(3) 15-4-7 to 30-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss A24 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895412 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:22 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7ZptlvAwvN2Yu3FP0LWdEERvPJHyUrwQbbM4kvyjuGJ NOTES-(18) 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1294 lb uplift at joint 15 and 1231 lb uplift at joint 9. 12) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 6-0-0 oc max. starting at 1-1-0 from the left end to 29-1-0 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent spaced at 10-0-0 oc max. starting at 3-1-0 from the left end to 17-1-0 to connect truss(es) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down at 16-4-15, 77 lb down at 16-4-15, and 76 lb down at 3-3-0, and 76 lb down at 3-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 18) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-26=-70, 8-26=-179, 9-16=-20 Concentrated Loads (lb) Vert: 5=-155(F=-77, B=-77) 18=-151(F=-76, B=-76) 27=-121(F) 28=-343(F) 29=-141(F) 30=-121(F) 31=-121(F) 32=-121(F) 33=-121(F) 35=-203(F) 36=-283(F) 38=-121(F) 39=-121(F) 41=-121(F) 42=-121(F) 43=-121(F) 44=-121(F) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B01 Truss Type Flat Girder Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895413 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:22 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7ZptlvAwvN2Yu3FP0LWdEER3QJMqU2cQbbM4kvyjuGJ Scale = 1:19.312 4 3 5 6 2x4 2x4 4x4 4x4 MUS26 3-10-8 3-10-8 3-10-8 3-10-8 3- 3 - 1 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.61 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.07 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >603 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=358/Mechanical, 3=358/Mechanical Max Horz 4=-58(LC 8) Max Uplift 4=-40(LC 8), 3=-40(LC 9) Max Grav 4=725(LC 29), 3=725(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-404/164, 2-3=-404/113 NOTES-(15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4 and 40 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 1-11-4 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B01 Truss Type Flat Girder Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895413 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:22 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7ZptlvAwvN2Yu3FP0LWdEER3QJMqU2cQbbM4kvyjuGJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-394(B) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B02 Truss Type Flat Girder Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895414 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:23 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-blNFzFBYghAPWDqba21snR_EAjh9DVuaqF5dGMyjuGI Scale = 1:18.412 4 3 5 6 2x4 2x4 4x4 4x4 MUS26 3-10-8 3-10-8 3-10-8 3-10-8 3- 1 - 2 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.67 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.08 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >535 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. REACTIONS.(lb/size)4=449/Mechanical, 3=450/Mechanical Max Horz 4=-54(LC 8) Max Grav 4=770(LC 29), 3=770(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-404/158, 2-3=-404/113 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 1-11-4 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 6=-577(F) August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B03 Truss Type FLAT GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895415 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:23 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-blNFzFBYghAPWDqba21snR_DDje6DV1aqF5dGMyjuGI Scale = 1:15.412 4 3 5 6 7 8 9 2x4 2x4 4x4 4x4 MUS26 3-11-8 3-11-8 3-11-8 3-11-8 2- 6 - 1 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.86 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.12 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >362 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. REACTIONS.(lb/size)4=666/Mechanical, 3=995/Mechanical Max Horz 4=-42(LC 8) Max Grav 4=964(LC 29), 3=1318(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-556/0, 2-3=-485/36 NOTES-(15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 2-7-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down at 0-0-0, 51 lb down at 0-0-0, and 54 lb down at 2-7-0, and 54 lb down at 2-7-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-7=-70, 3-4=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B03 Truss Type FLAT GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895415 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:23 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-blNFzFBYghAPWDqba21snR_DDje6DV1aqF5dGMyjuGI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-102(F=-51, B=-51) 7=-109(F=-54, B=-54) 9=-1101(B) Trapezoidal Loads (plf) Vert: 1=-80-to-5=-79, 5=-80-to-6=-80, 6=-72-to-7=-72 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B04 Truss Type FLAT GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895416 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:24 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3xxdAbCAR_IG7MPn7lY5JfWNs62RyyGj3vrApoyjuGH Scale = 1:15.112 4 3 5 6 7 8 2x4 2x4 4x4 4x4 MUS26 3-11-8 3-11-8 3-11-8 3-11-8 2- 5 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.60 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >610 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=597/Mechanical, 3=465/Mechanical Max Horz 4=-41(LC 8) Max Grav 4=975(LC 29), 3=848(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-679/0, 2-3=-540/0 NOTES-(15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 2-0-4 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down at 0-0-0, 51 lb down at 0-0-0, and 51 lb down at 2-7-0, and 51 lb down at 2-7-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-7=-70, 3-4=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B04 Truss Type FLAT GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895416 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:24 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3xxdAbCAR_IG7MPn7lY5JfWNs62RyyGj3vrApoyjuGH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-102(F=-51, B=-51) 7=-102(F=-51, B=-51) 8=-323(F) Trapezoidal Loads (plf) Vert: 1=-132-to-5=-180, 5=-157-to-6=-156, 6=-146-to-7=-146 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B05 Truss Type FLAT GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895417 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:25 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-X7V?NxCoBIQ7lW__hT3Kss3dSWUChNStHZakLEyjuGG Scale = 1:17.4 1 2 3 6 5 4 7 8 9 10 11 2x4 2x4 4x4 3x4 3x4 4x4 MUS26 MUS26 2-11-4 2-11-4 5-9-0 2-9-12 2-11-4 2-11-4 5-9-0 2-9-12 2- 9 - 3 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.08 0.18 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 5-6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=435/Mechanical, 6=444/Mechanical Max Horz 6=48(LC 44) Max Grav 4=982(LC 38), 6=1005(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-400/65, 2-8=-728/0, 3-8=-728/0, 3-4=-864/54 BOT CHORD 6-9=-13/728, 5-9=-13/728 WEBS 2-6=-942/0, 2-5=0/551, 3-5=0/961 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 3-9-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B05 Truss Type FLAT GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895417 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:25 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-X7V?NxCoBIQ7lW__hT3Kss3dSWUChNStHZakLEyjuGG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=-194(B) 10=-194(B) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B06 Truss Type FLAT GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895418 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:25 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-X7V?NxCoBIQ7lW__hT3Kss3dIWSUhLUtHZakLEyjuGG Scale = 1:16.7 1 2 3 6 5 4 7 8 9 10 11 2x4 2x4 4x4 3x4 8x8 4x4 MUS26 MUS26 2-11-4 2-11-4 5-9-0 2-9-12 2-11-4 2-11-4 5-9-0 2-9-12 2- 7 - 5 Plate Offsets (X,Y)-- [5:0-3-9,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.29 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 5-6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=1158/Mechanical, 6=1231/Mechanical Max Horz 6=-44(LC 10) Max Grav 4=1451(LC 32), 6=1526(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-419/54, 2-8=-1239/0, 3-8=-1239/0, 3-4=-1254/0 BOT CHORD 6-9=0/1239, 5-9=0/1239 WEBS 2-6=-1562/0, 2-5=0/944, 3-5=0/1590 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 3-9-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss B06 Truss Type FLAT GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895418 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:26 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-?K3NbHDQycZ_NgZAFAaZP4co2wojQok0WDKHtgyjuGF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=-990(F) 10=-909(F) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C01 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895419 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:28 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-xiA80zFgUDpic_jYMbc1UVh2IkMUuZ1J_XpOyZyjuGD Scale = 1:43.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 443x5 3x4 4x6 8x8 4x10 8x10 3x8 3x4 3x4 3x4 3x8 4x10 5x12 3x6 2x4 MUS26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [3:0-3-0,0-4-8], [11:0-4-0,0-4-8], [13:0-3-9,0-1-8], [14:0-3-9,0-2-0], [17:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.78 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.60 0.07 0.09 (loc) 12-13 12-13 10 12-13 l/defl >999 >491 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G *Except* 17-18: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 14-17: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=1664/0-5-8, 10=1648/0-2-11 Max Horz 18=214(LC 66) Max Uplift 18=-358(LC 8), 10=-127(LC 12) Max Grav 18=3293(LC 29), 10=3448(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3207/694, 1-20=-5253/1718, 2-20=-5252/1718, 2-21=-4958/1622, 3-21=-4950/1622, 3-22=-9999/1195, 22-23=-9996/1196, 23-24=-9996/1196, 4-24=-9995/1198, 4-25=-9456/1138, 25-26=-9454/1140, 5-26=-9453/1142, 5-27=-6207/773, 6-27=-6206/774, 7-10=-478/80 BOT CHORD 15-30=-160/430, 30-31=-160/430, 14-31=-160/430, 14-32=-1232/7165, 32-33=-1232/7165, 33-34=-1232/7165, 13-34=-1232/7165, 13-35=-1255/9993, 35-36=-1255/9993, 36-37=-1255/9993, 12-37=-1255/9993, 12-38=-1194/9451, 38-39=-1194/9451, 39-40=-1194/9451, 11-40=-1194/9451, 11-41=-810/6030, 41-42=-810/6030, 42-43=-810/6030, 10-43=-810/6030, 18-44=-900/1424, 17-44=-900/1424 WEBS 14-17=-1112/7088, 3-14=-994/284, 3-13=-305/3224, 4-13=-336/191, 4-12=-901/65, 5-12=-49/1412, 5-11=-3715/408, 6-11=-192/2708, 6-10=-6445/842, 15-17=-399/1103, 2-17=-120/559, 3-17=-2549/630, 1-17=-1013/5463 NOTES-(16) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C01 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895419 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:28 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-xiA80zFgUDpic_jYMbc1UVh2IkMUuZ1J_XpOyZyjuGD NOTES-(16) 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 18 and 127 lb uplift at joint 10. 11) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent at 1-10-4 from the left end to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 24-0-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 16) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-8=-30, 9-16=-20, 17-18=-20 Concentrated Loads (lb) Vert: 13=-73(B) 15=-69(B) 22=-50 24=-50 25=-50 26=-50 31=-73(B) 32=-73(B) 34=-73(B) 35=-73(B) 37=-73(B) 38=-73(B) 40=-73(B) 41=-73(B) 42=-73(B) 43=-74(B) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C02 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895420 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:29 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-QvkWDJFJFXxZE8HlwJ8G0iE7x7kUd1NSCBYxU?yjuGC Scale = 1:43.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 353x4 3x4 3x8 5x8 3x12 8x8 3x6 3x4 3x4 3x4 3x6 4x10 5x12 2x4 2x4 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [3:0-2-0,0-4-8], [11:0-4-0,0-3-0], [14:0-3-9,0-1-8], [17:0-4-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.67 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.58 0.08 0.10 (loc) 16 12-13 10 12-13 l/defl >999 >511 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 14-17: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)18=1253/0-5-8, 10=1191/0-2-11 Max Horz 18=216(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1208/175, 1-20=-2467/894, 2-20=-2467/894, 2-21=-2340/862, 3-21=-2339/862, 3-22=-3576/409, 22-23=-3571/410, 23-24=-3571/410, 4-24=-3568/412, 4-25=-3309/434, 25-26=-3304/436, 5-26=-3303/437, 5-27=-2130/317, 6-27=-2126/318, 7-10=-432/74 BOT CHORD 14-31=-527/2540, 13-31=-527/2540, 13-32=-470/3570, 12-32=-470/3570, 12-33=-492/3303, 11-33=-492/3303, 11-34=-369/2084, 10-34=-369/2084, 18-35=-816/1330, 17-35=-816/1330 WEBS 14-17=-504/2555, 3-14=-657/194, 3-13=-207/1168, 4-13=-351/140, 4-12=-580/73, 5-12=0/417, 5-11=-1311/136, 6-11=0/735, 6-10=-2249/380, 15-17=0/634, 3-17=-965/656, 1-17=-167/1963 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 10) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C02 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895420 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:29 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-QvkWDJFJFXxZE8HlwJ8G0iE7x7kUd1NSCBYxU?yjuGC LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-70, 7-8=-30, 9-16=-20, 17-18=-20 Concentrated Loads (lb) Vert: 22=-50 24=-50 25=-50 26=-50 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C03 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895421 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:30 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-u5IuReGx0q3QrIsxU0fVZwmIhX57MWScRrIV0SyjuGB Scale = 1:43.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 363x5 3x4 4x6 8x8 4x10 8x10 3x6 3x4 3x4 3x4 3x6 4x12 5x12 3x8 2x4 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [1:0-6-7,0-2-0], [3:0-3-0,0-4-8], [11:0-4-0,0-4-8], [14:0-3-9,0-2-0], [17:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.58 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.50 0.07 0.10 (loc) 12-13 12-13 10 12-13 l/defl >999 >593 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G *Except* 17-18: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 14-17,1-17: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)18=1722/0-5-8, 10=1223/0-2-11 Max Horz 18=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1674/0, 1-20=-3047/333, 2-20=-3041/338, 2-21=-2922/290, 21-22=-2917/295, 3-22=-2916/296, 3-23=-3914/207, 23-24=-3910/208, 24-25=-3909/208, 4-25=-3907/210, 4-26=-3565/307, 26-27=-3561/308, 5-27=-3559/310, 5-28=-2264/256, 6-28=-2261/257, 7-10=-432/74 BOT CHORD 14-32=-223/2966, 13-32=-223/2966, 13-33=-267/3908, 12-33=-267/3908, 12-34=-363/3559, 11-34=-363/3559, 11-35=-309/2216, 10-35=-309/2216, 18-36=-734/1381, 17-36=-734/1381 WEBS 14-17=-216/2921, 3-14=-695/105, 3-13=-328/1064, 4-13=-315/180, 4-12=-668/0, 5-12=0/444, 5-11=-1426/63, 6-11=0/760, 6-10=-2372/306, 15-17=0/646, 2-17=-475/0, 3-17=-755/890, 1-17=0/2582 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 10) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C03 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895421 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:30 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-u5IuReGx0q3QrIsxU0fVZwmIhX57MWScRrIV0SyjuGB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-8=-30, 9-16=-20, 17-18=-20 Concentrated Loads (lb) Vert: 20=-250 21=-250 23=-50 25=-50 26=-50 27=-50 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C04 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895422 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:31 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-MHsGe_HZn8BHTRR72jAk67JTRxRA5uClgV12YuyjuGA Scale = 1:43.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3x4 4x6 8x8 5x12 8x8 3x6 3x4 3x4 3x4 3x6 4x10 6x10 3x8 2x4 3x10 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 2- 3 - 1 0 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [3:0-2-0,0-4-8], [11:0-4-0,0-4-8], [14:0-3-9,0-2-8], [17:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.53 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.44 0.06 0.10 (loc) 12-13 12-13 10 12-13 l/defl >999 >664 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G *Except* 17-18: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)10=1190/0-2-11, 18=1176/0-5-8 Max Horz 18=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1132/251, 1-20=-2356/1017, 2-20=-2355/1018, 2-21=-2212/966, 3-21=-2211/967, 3-22=-3422/703, 22-23=-3418/703, 4-23=-3418/704, 4-24=-3345/527, 5-24=-3341/528, 5-25=-2200/320, 25-26=-2198/321, 6-26=-2195/323, 7-10=-426/80 BOT CHORD 14-30=-751/2424, 13-30=-751/2424, 13-31=-761/3417, 12-31=-761/3417, 12-32=-581/3341, 11-32=-581/3341, 11-33=-370/2155, 10-33=-370/2155, 18-34=-826/1315, 17-34=-826/1315 WEBS 14-17=-711/2380, 3-14=-558/239, 3-13=-287/1117, 4-13=-325/171, 4-12=-373/287, 5-12=-25/325, 5-11=-1258/230, 6-11=-22/691, 6-10=-2307/371, 15-17=0/641, 3-17=-926/737, 1-17=-295/1852 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down at 17-3-12, 1 lb down at 17-3-12, and 1 lb down at 15-4-2, and 1 lb down at 15-4-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C04 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895422 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:31 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-MHsGe_HZn8BHTRR72jAk67JTRxRA5uClgV12YuyjuGA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-23=-70, 4-23=-79, 4-7=-70, 7-8=-30, 9-16=-20, 17-18=-20 Concentrated Loads (lb) Vert: 25=-52(F=-1, B=-1) 26=-52(F=-1, B=-1) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C05 Truss Type MONOPITCH GIRDER Qty 2 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895423 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:33 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Ig_13gJpJlR_ilbW98CCBYOwDl3hZqZ27pW9dmyjuG8 Scale = 1:43.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 18 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 363x5 2x4 4x4 8x8 4x10 8x10 8x8 3x4 3x4 3x5 3x6 4x10 5x12 2x4 2x4 LUS24 LUS24 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 19-9-9 4-10-8 24-11-10 5-2-1 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [3:0-3-0,0-4-8], [11:0-4-0,0-4-8], [13:0-3-9,0-4-0], [14:0-3-9,0-2-0], [17:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.78 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.58 0.07 0.05 (loc) 13-14 12-13 10 12-13 l/defl >999 >505 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G *Except* 17-18: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 14-17: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=2640/0-5-8, 10=1988/0-2-11 Max Horz 18=214(LC 66) Max Grav 18=2939(LC 29), 10=2086(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2863/0, 1-20=-4545/0, 2-20=-4539/0, 2-21=-4346/0, 21-22=-4340/0, 3-22=-4333/0, 3-23=-9153/0, 4-23=-9150/0, 4-24=-7477/0, 24-25=-7477/0, 5-25=-7472/0, 5-26=-4242/0, 26-27=-4236/0, 6-27=-4234/0, 7-10=-435/79 BOT CHORD 15-30=0/315, 14-30=0/315, 14-31=0/6321, 13-31=0/6321, 13-32=0/9148, 32-33=0/9148, 12-33=0/9148, 12-34=0/7472, 11-34=0/7472, 11-35=0/4127, 10-35=0/4127, 18-36=-639/1521, 17-36=-639/1521 WEBS 14-17=0/6333, 3-14=-1015/0, 3-13=0/3220, 4-13=-143/663, 4-12=-2133/0, 5-12=0/983, 5-11=-3703/0, 6-11=0/1696, 6-10=-4452/0, 15-17=-49/551, 2-17=-254/125, 3-17=-2313/147, 1-17=0/4702 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C05 Truss Type MONOPITCH GIRDER Qty 2 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895423 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:33 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Ig_13gJpJlR_ilbW98CCBYOwDl3hZqZ27pW9dmyjuG8 NOTES-(15) 11) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 2-9-0 oc max. starting at 7-7-12 from the left end to 10-4-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down at 2-6-12, 117 lb down at 2-6-12, 117 lb down at 0-11-10, 117 lb down at 0-11-10, 3 lb down at 7-8-6, 3 lb down at 7-8-6, and 49 lb down at 17-9-9, and 49 lb down at 17-9-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-23=-70, 4-23=-79, 4-24=-70, 24-27=-146, 7-27=-70, 7-8=-30, 9-16=-20, 17-18=-20 Concentrated Loads (lb) Vert: 20=-233(F=-117, B=-117) 21=-233(F=-117, B=-117) 23=-5(F=-3, B=-3) 24=-4 27=-98(F=-49, B=-49) 31=-577(F) 32=-646(F) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C06 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895424 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:34 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-msYPG0JR43ZrKvAijsjRjmxzV8QyIJxBMTGi9DyjuG7 Scale = 1:24.7 1 2 3 4 8 7 6 5 9 10 11 12 4x10 M18AHS 4x4 3x10 6x8 M18AHS 4x10 3x5 7-6-9 7-6-9 14-6-2 6-11-9 7-6-9 7-6-9 14-6-2 6-11-9 2- 6 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [7:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.72 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.59 0.03 0.03 (loc) 7-8 7-8 6 7 l/defl >784 >286 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 79 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 1-8: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size)8=1121/Mechanical, 6=856/0-2-11 Max Horz 8=50(LC 9) Max Grav 8=1188(LC 29), 6=924(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1114/0, 1-9=-1851/0, 2-9=-1843/0, 3-6=-414/161 BOT CHORD 7-12=0/1842, 6-12=0/1842 WEBS 1-7=0/1779, 2-7=-356/31, 2-6=-1898/0 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down at 7-4-1, and 52 lb down at 7-4-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-150, 2-3=-70, 3-4=-30, 5-8=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C06 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895424 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:34 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-msYPG0JR43ZrKvAijsjRjmxzV8QyIJxBMTGi9DyjuG7 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-103(F=-52, B=-52) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C07 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895425 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:34 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-msYPG0JR43ZrKvAijsjRjmx_g8WlIOgBMTGi9DyjuG7 Scale = 1:44.4 1 2 3 4 11 8 7 6 5 12 10 9 13 14 15 16 17 18 19 20 213x4 6x10 4x8 4x6 4x8 2x4 2x4 5x16 1-7-8 1-7-8 2-8-8 1-1-0 7-7-0 4-10-8 2-8-8 2-8-8 7-7-0 4-10-8 1- 3 - 1 0 7- 0 - 8 1- 1 1 - 1 2 2- 5 - 6 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [8:0-8-0,0-1-13], [9:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.35 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.01 (loc) 11 11 6 9 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G *Except* 9-12: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 12-13: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 7-5-0 oc bracing: 10-12 REACTIONS.(lb/size)12=365/0-5-8, 6=343/Mechanical Max Horz 12=207(LC 11) Max Uplift 12=-27(LC 8), 6=-30(LC 9) Max Grav 12=573(LC 29), 6=551(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-522/324, 1-14=-1140/695, 14-15=-1139/695, 2-15=-1139/696, 2-16=-1077/676, 3-16=-1076/676, 3-6=-491/262 BOT CHORD 12-20=-814/1269, 10-20=-814/1269, 10-21=-814/1269, 9-21=-814/1269 WEBS 1-9=-626/670, 7-9=-187/346, 2-9=-384/233, 3-9=-679/1072, 8-10=-69/657 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 12 and 30 lb uplift at joint 6. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down at 2-6-12, 8 lb down at 2-6-12, and 8 lb down at 0-11-10, and 8 lb down at 0-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C07 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895425 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:34 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-msYPG0JR43ZrKvAijsjRjmx_g8WlIOgBMTGi9DyjuG7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-30, 5-11=-20, 10-12=-20 Concentrated Loads (lb) Vert: 2=-17(F=-8, B=-8) 14=-17(F=-8, B=-8) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C08 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895426 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:35 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-E35nUMK3rNhiy3lvHZFgGzT9jYnN1jtLb7?GhfyjuG6 Scale = 1:41.8 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4x4 4x4 4x6 8x8 5x10 8x10 8x8 3x5 3x4 3x8 6-4-11 6-4-11 12-5-13 6-1-2 18-6-15 6-1-2 24-11-10 6-4-11 6-4-11 6-4-11 12-5-13 6-1-2 18-6-15 6-1-2 24-11-10 6-4-11 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [2:0-4-0,0-4-8], [9:0-4-0,0-4-8], [11:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.64 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.58 0.09 0.11 (loc) 10 10-11 8 10 l/defl >999 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 12-13: 2x6 DF No.2 G, 1-11: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS.(lb/size)12=1268/0-5-8, 8=1314/0-2-11 Max Horz 12=220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1176/189, 1-14=-3163/451, 2-14=-3158/452, 2-15=-3969/291, 15-16=-3963/293, 16-17=-3963/293, 17-18=-3962/295, 3-18=-3957/296, 3-19=-2887/153, 19-20=-2882/153, 4-20=-2882/155, 5-8=-476/64 BOT CHORD 12-23=-626/984, 11-23=-626/984, 11-24=-518/3222, 10-24=-518/3222, 10-25=-350/3962, 9-25=-350/3962, 9-26=-207/2849, 8-26=-207/2849 WEBS 1-11=-257/3108, 2-11=-798/141, 2-10=-228/953, 3-9=-1242/153, 4-9=0/628, 4-8=-2929/193 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down at 22-9-10, 2 lb down at 22-9-10, and 2 lb down at 15-2-8, and 2 lb down at 15-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C08 Truss Type Monopitch Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895426 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:35 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-E35nUMK3rNhiy3lvHZFgGzT9jYnN1jtLb7?GhfyjuG6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-19=-70, 19-22=-91, 5-22=-70, 5-6=-30, 7-12=-20 Concentrated Loads (lb) Vert: 2=-50 15=-50 17=-50 18=-50 19=-3(F=-2, B=-2) 22=-3(F=-2, B=-2) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C09 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895427 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:36 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-iFf9hiLicgpZZDK5qHmvpB0RSy5rmC_UpnlpE5yjuG5 Scale = 1:43.6 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4x4 4x10 M18AHS 5x12 M18AHS8x8 3x12 5x10 8x8 3x10 3x4 4x10 HHUS26-2 HHUS26-2 6-4-11 6-4-11 12-5-13 6-1-2 18-6-15 6-1-2 24-11-10 6-4-11 6-4-11 6-4-11 12-5-13 6-1-2 18-6-15 6-1-2 24-11-10 6-4-11 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [2:0-4-0,0-4-8], [9:0-4-0,0-5-0], [10:0-3-9,0-1-8], [11:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.82 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.84 0.11 0.05 (loc) 9-10 9-10 8 10 l/defl >999 >349 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 329 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 12-13: 2x6 DF No.2 G, 5-8,1-11: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS.(lb/size)12=2519/0-5-8, 8=3925/0-2-11 Max Horz 12=220(LC 9) Max Grav 12=2535(LC 29), 8=4486(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2151/0, 1-14=-6280/0, 2-14=-6276/0, 2-15=-10076/0, 15-16=-10074/0, 16-17=-10073/0, 3-17=-10072/0, 3-18=-8980/0, 4-18=-8966/0, 4-19=-460/0, 19-20=-444/0, 5-20=-432/0, 5-8=-979/0 BOT CHORD 12-21=-474/1145, 21-22=-474/1145, 22-23=-474/1145, 11-23=-474/1145, 11-24=0/6399, 10-24=0/6399, 10-25=0/10071, 9-25=0/10071, 9-26=0/8855, 26-27=0/8855, 8-27=0/8855 WEBS 1-11=0/6188, 2-11=-1622/0, 2-10=0/4107, 3-10=-380/0, 3-9=-1383/219, 4-9=0/1806, 4-8=-8978/0 NOTES-(16) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 11) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent spaced at 7-5-10 oc max. starting at 15-4-8 from the left end to 22-10-2 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C09 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895427 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:36 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-iFf9hiLicgpZZDK5qHmvpB0RSy5rmC_UpnlpE5yjuG5 NOTES-(16) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb down at 22-8-0, 279 lb down at 22-8-0, and 279 lb down at 15-9-8, and 279 lb down at 15-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 16) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-18=-70, 19-20=-203, 5-20=-70, 5-6=-30, 7-12=-20 Concentrated Loads (lb) Vert: 15=-50 17=-50 18=-558(F=-279, B=-279) 20=-568(F=-279, B=-279) 21=-225 23=-225 25=-1211(F) 27=-424(F) Trapezoidal Loads (plf) Vert: 18=-203-to-19=-203 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C10 Truss Type MONOPITCH Qty 2 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895428 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:37 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-BRDYv2MKN_xQBMvHO_H8LOZhyMbIVq9e2RUMmYyjuG4 Scale = 1:17.2 1 2 3 6 5 7 8 4 2x4 2x4 3x4 4x4 2-0-0 2-0-0 2-0-0 2-0-0 2- 9 - 4 2- 9 - 1 2 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 5-6 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=212/Mechanical, 4=84/0-2-11 Max Horz 6=50(LC 9) Max Uplift 4=-25(LC 9) Max Grav 6=526(LC 29), 4=340(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-502/1, 2-5=-383/70 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down at -0-1-14, and 65 lb down at -0-1-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 1=-130(F=-65, B=-65) August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C11 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895429 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:38 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fenw6NMy8I3HpWUTyioNuc5fzlsrE6snH5EwI_yjuG3 Scale = 1:36.2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 4x4 3x4 3x8 6x10 3x4 3x4 4x6 3x4 5-1-3 5-1-3 10-0-5 4-11-2 15-3-0 5-2-11 5-1-3 5-1-3 10-0-5 4-11-2 15-3-0 5-2-11 2- 3 - 1 0 7- 0 - 8 2- 1 - 1 1 2- 7 - 5 0.25 12 Plate Offsets (X,Y)-- [7:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.40 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.17 0.02 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-9: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=1034/0-5-8, 5=1010/Mechanical Max Horz 8=215(LC 9) Max Grav 8=1087(LC 29), 5=1063(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-826/206, 1-10=-1733/326, 2-10=-1731/327, 2-11=-1395/332, 3-11=-1393/333, 4-5=-677/0 BOT CHORD 8-13=-563/957, 13-14=-563/957, 7-14=-563/957, 7-15=-380/1778, 6-15=-380/1778, 6-16=-380/1393, 5-16=-380/1393 WEBS 1-7=-248/1586, 2-7=-246/383, 2-6=-559/26, 3-6=0/421, 3-5=-1462/373 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down at 15-2-8, and 128 lb down at 15-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C11 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895429 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:38 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fenw6NMy8I3HpWUTyioNuc5fzlsrE6snH5EwI_yjuG3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-256(F=-128, B=-128) 7=-225 13=-225 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C12 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895430 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:38 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fenw6NMy8I3HpWUTyioNuc5fzltVE8anH5EwI_yjuG3 Scale = 1:36.2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 3x4 3x4 3x6 6x10 3x4 3x4 4x6 3x4 5-1-3 5-1-3 10-0-5 4-11-2 15-3-0 5-2-11 5-1-3 5-1-3 10-0-5 4-11-2 15-3-0 5-2-11 2- 3 - 1 0 7- 0 - 8 2- 1 - 1 1 2- 7 - 5 0.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.36 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.14 0.02 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 8-9: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. REACTIONS.(lb/size)8=669/0-5-8, 5=929/Mechanical Max Horz 8=215(LC 11) Max Uplift 8=-17(LC 8) Max Grav 8=722(LC 29), 5=982(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-666/366, 1-10=-1312/747, 2-10=-1310/748, 2-11=-1184/544, 3-11=-1182/544, 4-5=-681/0 BOT CHORD 8-13=-613/908, 7-13=-613/908, 7-14=-801/1357, 6-14=-801/1357, 6-15=-591/1182, 5-15=-591/1182 WEBS 1-7=-644/1189, 2-7=-352/276, 2-6=-334/251, 3-6=-13/341, 3-5=-1237/598 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 8. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down at 15-2-8, and 130 lb down at 15-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C12 Truss Type MONOPITCH Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895430 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:38 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fenw6NMy8I3HpWUTyioNuc5fzltVE8anH5EwI_yjuG3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 4=-260(F=-130, B=-130) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C13 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895431 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:40 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-b0vgX3OCfvJ?2qds36qrz1B2iZS2i?g4kPj1NsyjuG1 Scale = 1:43.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3x4 5x8 8x8 3x10 5x6 8x8 3x10 3x8 3x8 2x4 3x6 5x6 3x10 3x6 HHUS26-2 HHUS26-2 3-10-01- 9 - 0 2-3-0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [13:0-3-12,0-4-8], [14:0-3-9,0-1-8], [15:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.80 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -1.03 0.08 0.08 (loc) 12-13 12-13 10 12-13 l/defl >999 >285 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1868/0-5-8, 10=3203/0-2-11 Max Horz 16=220(LC 9) Max Grav 16=1882(LC 29), 10=3749(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1796/0, 1-18=-4044/0, 2-18=-4042/0, 2-19=-6712/0, 3-19=-6710/0, 3-20=-9218/0, 4-20=-9216/0, 4-21=-5091/0, 21-22=-5078/0, 5-22=-5075/0, 5-23=-5052/0, 23-24=-5048/0, 6-24=-5036/0, 7-10=0/1392 BOT CHORD 16-26=-565/997, 15-26=-565/997, 15-27=0/4041, 14-27=0/4041, 14-28=0/6799, 13-28=0/6799, 13-29=0/9165, 29-30=0/9165, 12-30=0/9165, 12-31=0/5070, 11-31=0/5070, 11-32=0/5070, 10-32=0/5070 WEBS 1-15=0/4134, 2-15=-1415/0, 2-14=0/3039, 3-14=-1365/0, 3-13=0/2997, 5-12=0/1080, 6-10=-8048/0, 6-11=0/3302, 4-13=-1/906, 4-12=-4625/0 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent spaced at 7-5-10 oc max. starting at 15-4-8 from the left end to 22-10-2 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C13 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895431 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:40 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-b0vgX3OCfvJ?2qds36qrz1B2iZS2i?g4kPj1NsyjuG1 NOTES-(15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down at 22-8-0, 276 lb down at 22-8-0, and 276 lb down at 15-9-8, and 276 lb down at 15-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=-70, 7-24=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 11=-415(B) 21=-552(F=-276, B=-276) 24=-561(F=-276, B=-276) 29=-1138(B) Trapezoidal Loads (plf) Vert: 21=-99-to-24=-99 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C14 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895432 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:41 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3CT2kPPqQDRsg_C2dqL4WEjE5zn?RRdDz3SavJyjuG0 Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3x5 8x8 3x6 4x6 8x8 4x8 5x8 3x4 3x4 3x4 2x4 4x6 3x10 3x4 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [15:0-3-9,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.88 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.68 0.07 0.09 (loc) 12-13 12-13 10 12-13 l/defl >999 >430 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=2320/0-5-8, 10=1984/0-2-11 Max Horz 16=220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1828/0, 1-18=-3981/0, 18-19=-3976/0, 2-19=-3975/0, 2-20=-5022/0, 3-20=-5019/0, 3-21=-5421/0, 4-21=-5415/0, 4-22=-2920/0, 22-23=-2911/0, 5-23=-2906/0, 5-24=-2898/0, 6-24=-2887/0, 7-10=0/823 BOT CHORD 16-26=-473/1087, 26-27=-473/1087, 15-27=-473/1087, 15-28=0/3974, 28-29=0/3974, 14-29=0/3974, 14-30=0/5048, 13-30=0/5048, 13-31=0/5397, 12-31=0/5397, 12-32=0/2905, 11-32=0/2905, 11-33=0/2905, 10-33=0/2905 WEBS 1-15=0/3961, 2-15=-752/250, 2-14=-296/1176, 4-13=0/491, 4-12=-2760/0, 5-12=-26/411, 6-10=-4642/0, 6-11=0/1550, 3-14=-418/179, 3-13=0/712 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down at 0-11-14, 48 lb down at 0-11-14, 101 lb down at 22-8-0, 101 lb down at 22-8-0, and 101 lb down at 15-9-8, and 101 lb down at 15-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C14 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895432 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:41 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3CT2kPPqQDRsg_C2dqL4WEjE5zn?RRdDz3SavJyjuG0 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-22=-70, 6-22=-146, 6-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 15=-450 6=-201(F=-101, B=-101) 18=-95(F=-48, B=-48) 22=-201(F=-101, B=-101) 26=-450 28=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C15 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895433 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:42 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-XP0RylPTBWajH8nFBXtJ2SGStNBvAu6NCiC7RlyjuG? Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3x4 8x8 3x8 4x6 8x8 4x10 6x10 3x4 3x4 3x5 2x4 4x6 3x10 3x4 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [15:0-3-9,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.58 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.66 0.06 0.08 (loc) 12-13 12-13 10 12-13 l/defl >999 >446 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=2244/0-5-8, 10=1933/0-2-11 Max Horz 16=220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2123/0, 1-18=-4150/0, 18-19=-4139/0, 2-19=-4139/0, 2-20=-5496/0, 3-20=-5493/0, 3-21=-5934/0, 4-21=-5929/0, 4-22=-3021/0, 22-23=-3016/0, 5-23=-3012/0, 5-24=-2999/0, 6-24=-2989/0, 7-10=0/911 BOT CHORD 16-26=-470/1083, 15-26=-470/1083, 15-27=0/4138, 27-28=0/4138, 14-28=0/4138, 14-29=0/5524, 29-30=0/5524, 13-30=0/5524, 13-31=0/5889, 31-32=0/5889, 12-32=0/5889, 12-33=0/3008, 11-33=0/3008, 11-34=0/3008, 10-34=0/3008 WEBS 1-15=0/4127, 2-15=-927/66, 2-14=0/1500, 4-13=0/793, 4-12=-3191/0, 5-12=0/686, 6-10=-4794/0, 6-11=0/1697, 3-14=-441/158, 3-13=0/751 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 177 lb down at 0-11-14, 177 lb down at 0-11-14, 19 lb down at 22-8-0, 19 lb down at 22-8-0, and 19 lb down at 15-9-8, and 19 lb down at 15-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C15 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895433 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:43 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-?bap95Q5yqiavHMRlFOYbfpddmX8vLMWQMxh_ByjuG_ 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-22=-70, 6-22=-124, 6-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 15=-450 12=-125 6=-38(F=-19, B=-19) 18=-354(F=-177, B=-177) 22=-38(F=-19, B=-19) 27=-150 29=-150 30=-150 32=-125 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C16 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895434 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:44 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Tn8BNRRjj8qQXRxdIyvn7tLnjAsiepMgf0hEVeyjuFz Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x4 8x8 3x8 4x6 8x8 3x10 4x8 3x6 3x4 3x5 2x4 4x6 3x10 3x4 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [15:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.63 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.70 0.06 0.08 (loc) 12-13 12-13 10 12-13 l/defl >999 >418 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1723/0-5-8, 10=2188/0-2-11 Max Horz 16=220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1619/0, 1-18=-3678/0, 2-18=-3674/0, 2-19=-5570/0, 3-19=-5562/0, 3-20=-6133/0, 4-20=-6128/0, 4-21=-3335/0, 21-22=-3326/0, 5-22=-3320/0, 5-23=-3309/0, 6-23=-3297/0, 7-10=0/982 BOT CHORD 16-25=-559/993, 15-25=-559/993, 15-26=0/3673, 14-26=0/3673, 14-27=0/5623, 13-27=0/5623, 13-28=0/6105, 28-29=0/6105, 12-29=0/6105, 12-30=0/3318, 11-30=0/3318, 11-31=0/3318, 10-31=0/3318 WEBS 1-15=0/3725, 2-15=-1300/0, 2-14=0/2091, 4-13=0/560, 4-12=-3086/0, 5-12=0/588, 6-10=-5284/0, 6-11=0/1798, 3-14=-839/0, 3-13=0/860 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down at 9-6-10, 123 lb down at 9-6-10, 123 lb down at 7-2-9, 123 lb down at 7-2-9, 73 lb down at 22-9-10, 73 lb down at 22-9-10, and 73 lb down at 15-2-8, and 73 lb down at 15-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C16 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895434 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:44 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Tn8BNRRjj8qQXRxdIyvn7tLnjAsiepMgf0hEVeyjuFz 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=-70, 6-21=-156, 6-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 12=-125 6=-146(F=-73, B=-73) 3=-247(F=-123, B=-123) 19=-247(F=-123, B=-123) 21=-146(F=-73, B=-73) 29=-125 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C17 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895435 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:45 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-y_iZanSLURyH9bWqsgQ0g4uz8aDINJGpugQn14yjuFy Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3x4 8x8 3x8 4x6 8x8 3x8 4x8 3x5 3x4 3x4 2x4 4x6 3x10 3x4 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [15:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.54 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.64 0.05 0.08 (loc) 12-13 12-13 10 12-13 l/defl >999 >460 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1442/0-5-8, 10=1876/0-2-11 Max Horz 16=220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1349/19, 1-18=-2978/107, 2-18=-2974/108, 2-19=-4556/0, 3-19=-4553/0, 3-20=-5467/0, 4-20=-5462/0, 4-21=-2966/0, 21-22=-2961/0, 5-22=-2957/0, 5-23=-2943/0, 6-23=-2934/0, 7-10=0/910 BOT CHORD 16-25=-582/971, 15-25=-582/971, 15-26=-171/2973, 14-26=-171/2973, 14-27=0/4602, 27-28=0/4602, 13-28=0/4602, 13-29=0/5436, 29-30=0/5436, 30-31=0/5436, 12-31=0/5436, 12-32=0/2953, 11-32=0/2953, 11-33=0/2953, 10-33=0/2953 WEBS 1-15=0/2998, 2-15=-1029/0, 2-14=0/1753, 4-13=0/600, 4-12=-2750/0, 5-12=0/750, 6-10=-4707/0, 6-11=0/1668, 3-14=-686/0, 3-13=0/1248 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down at 9-6-10, 11 lb down at 9-6-10, 11 lb down at 7-2-9, 11 lb down at 7-2-9, 7 lb down at 22-9-10, 7 lb down at 22-9-10, and 7 lb down at 15-2-8, and 7 lb down at 15-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C17 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895435 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:45 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-y_iZanSLURyH9bWqsgQ0g4uz8aDINJGpugQn14yjuFy 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=-70, 6-21=-113, 6-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 12=-250 6=-14(F=-7, B=-7) 3=-23(F=-11, B=-11) 19=-23(F=-11, B=-11) 21=-14(F=-7, B=-7) 28=-100 29=-100 31=-250 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C18 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895436 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:47 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-uMqJ?STb03C?OvgC_5SUlVzJqOv9rBV6L_vu6zyjuFw Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3x4 8x8 2x4 4x4 8x8 3x10 5x8 3x5 3x4 3x4 2x4 3x6 3x10 3x4 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [15:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.51 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.56 0.05 0.10 (loc) 12-13 12-13 10 12-13 l/defl >999 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.(lb/size)16=1904/0-5-8, 10=1579/0-2-11 Max Horz 16=417(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1603/0, 1-18=-3630/0, 2-18=-3626/0, 2-19=-5020/0, 19-20=-5014/0, 3-20=-5013/0, 3-21=-5207/0, 21-22=-5202/0, 4-22=-5198/0, 4-23=-2501/0, 5-23=-2495/0, 5-24=-2481/0, 6-24=-2476/0, 7-10=0/757 BOT CHORD 16-26=-1438/1452, 26-27=-2305/2462, 27-28=-2448/2462, 15-28=-2448/2462, 15-29=-1023/4220, 14-29=-1023/4220, 14-30=-214/5056, 30-31=-214/5056, 13-31=-214/5056, 13-32=0/5157, 32-33=0/5157, 33-34=0/5157, 12-34=0/5157, 12-35=0/2491, 11-35=0/2491, 11-36=0/2491, 10-36=0/2491 WEBS 1-15=0/3636, 2-15=-1023/100, 2-14=-22/1737, 4-13=0/809, 4-12=-2953/0, 5-12=0/781, 6-10=-3972/0, 6-11=0/1449, 3-14=-649/27, 3-13=-420/573 NOTES-(14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total drag load of 2000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 for 1000.0 plf. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C18 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895436 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:47 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-uMqJ?STb03C?OvgC_5SUlVzJqOv9rBV6L_vu6zyjuFw NOTES-(14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down at 10-3-4, 92 lb down at 10-3-4, and 92 lb down at 6-6-0, and 92 lb down at 6-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 15=-225 12=-125 19=-183(F=-92, B=-92) 21=-183(F=-92, B=-92) 26=-225 31=-100 32=-100 34=-125 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C19 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895437 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:48 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-MZOiCoUDnMKs03EOXozjIjWUanFDafoFaefSePyjuFv Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3x4 8x8 3x6 4x6 8x8 3x10 4x8 3x4 3x4 3x4 2x4 4x6 3x10 3x4 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [15:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.53 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.59 0.05 0.08 (loc) 12-13 12-13 10 12-13 l/defl >999 >499 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1807/0-5-8, 10=1677/0-2-11 Max Horz 16=220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1510/0, 1-18=-3389/0, 2-18=-3385/0, 2-19=-4737/0, 19-20=-4734/0, 3-20=-4734/0, 3-21=-5272/0, 21-22=-5270/0, 4-22=-5265/0, 4-23=-2685/0, 23-24=-2681/0, 5-24=-2674/0, 5-25=-2662/0, 6-25=-2656/0, 7-10=0/808 BOT CHORD 16-27=-532/1021, 27-28=-532/1021, 15-28=-532/1021, 15-29=0/3384, 14-29=0/3384, 14-30=0/4773, 30-31=0/4773, 13-31=0/4773, 13-32=0/5237, 32-33=0/5237, 12-33=0/5237, 12-34=0/2672, 11-34=0/2672, 11-35=0/2672, 10-35=0/2672 WEBS 1-15=0/3386, 2-15=-931/62, 2-14=0/1502, 4-13=0/634, 4-12=-2841/0, 5-12=-15/421, 6-10=-4262/0, 6-11=0/1597, 3-14=-561/37, 3-13=0/846 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down at 10-3-4, 29 lb down at 10-3-4, and 29 lb down at 6-6-0, and 29 lb down at 6-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C19 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895437 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:49 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-qly4Q8VsYgSjdCpb5VVyqw3fKBbSJ62PpIO?AryjuFu 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 15=-225 5=-250 19=-59(F=-29, B=-29) 21=-59(F=-29, B=-29) 24=-250 27=-225 31=-100 32=-100 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C20 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895438 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:50 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-IxVSdUWUJ_aaFMOnfD0BN8bnzbvc2XyY1y8YiHyjuFt Scale = 1:43.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 433x4 4x10 8x8 2x4 4x6 8x8 3x10 3x10 3x5 3x5 3x5 2x4 4x6 3x10 5x10 3x6 2x4 2-3-03-10-01- 9 - 0 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [16:0-3-9,0-1-8], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.59 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.66 0.02 0.08 (loc) 13-14 13-14 11 13-14 l/defl >999 >447 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 340 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF SS G *Except* 19-20: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=1894/0-5-8, 11=1785/0-2-11 Max Horz 20=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1834/0, 1-22=-3487/0, 2-22=-3486/0, 2-23=-3248/0, 3-23=-3247/0, 3-24=-5454/0, 24-25=-5448/0, 4-25=-5448/0, 4-26=-5709/0, 5-26=-5703/0, 5-27=-2830/0, 6-27=-2825/0, 6-28=-2808/0, 7-28=-2802/0, 8-11=0/791 BOT CHORD 17-32=0/306, 32-33=0/306, 16-33=0/306, 16-34=0/3857, 15-34=0/3857, 15-35=0/5483, 35-36=0/5483, 36-37=0/5483, 14-37=0/5483, 14-38=0/5644, 38-39=0/5644, 13-39=0/5644, 13-40=0/2819, 12-40=0/2819, 12-41=0/2819, 11-41=0/2819, 20-42=-713/1428, 42-43=-713/1428, 19-43=-713/1428 WEBS 16-19=0/3749, 3-16=-871/0, 3-15=0/1771, 4-15=-511/13, 4-14=-79/589, 5-14=0/1043, 5-13=-3237/0, 6-13=0/920, 7-11=-4503/0, 7-12=0/1785, 17-19=0/924, 2-19=-31/347, 3-19=-1335/341, 1-19=0/3017 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C20 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895438 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:51 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-m83qrqW64HiRtWzzDwXQwL8yj?Frn_CiGct6FkyjuFs NOTES-(13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down at 6-5-10, 59 lb down at 6-5-10, and 58 lb down at 10-3-6 , and 58 lb down at 10-3-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-30, 10-18=-20, 19-20=-20 Concentrated Loads (lb) Vert: 4=-116(F=-58, B=-58) 14=-100 13=-250 24=-119(F=-59, B=-59) 30=-125 32=-125 34=-125 36=-125 37=-100 39=-250 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C21 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895439 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:52 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-EKdC2AXkrbqIUgYAme2fSZg7IPbuWR_rVGdfnAyjuFr Scale = 1:43.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 433x4 4x8 8x8 3x6 4x6 8x8 3x10 3x10 3x5 3x5 3x5 2x4 4x6 3x10 5x10 3x8 2x4 2-3-03-10-01- 9 - 0 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [16:0-3-9,0-1-8], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.61 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.67 0.03 0.08 (loc) 13-14 13-14 11 13-14 l/defl >999 >438 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 340 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF SS G *Except* 19-20: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=2140/0-5-8, 11=1804/0-2-11 Max Horz 20=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2075/0, 1-22=-3856/0, 2-22=-3855/0, 2-23=-3585/0, 3-23=-3584/0, 3-24=-5593/0, 24-25=-5587/0, 4-25=-5586/0, 4-26=-5802/0, 5-26=-5797/0, 5-27=-2866/0, 6-27=-2861/0, 6-28=-2843/0, 7-28=-2837/0, 8-11=0/802 BOT CHORD 17-32=0/372, 32-33=0/372, 16-33=0/372, 16-34=0/4022, 15-34=0/4022, 15-35=0/5620, 35-36=0/5620, 36-37=0/5620, 14-37=0/5620, 14-38=0/5736, 38-39=0/5736, 13-39=0/5736, 13-40=0/2854, 12-40=0/2854, 12-41=0/2854, 11-41=0/2854, 20-42=-672/1470, 42-43=-672/1470, 19-43=-672/1470 WEBS 16-19=0/3852, 3-16=-939/0, 3-15=0/1741, 4-15=-496/28, 4-14=-127/541, 5-14=0/1068, 5-13=-3302/0, 6-13=0/935, 7-11=-4560/0, 7-12=0/1809, 17-19=0/1218, 2-19=0/423, 3-19=-1154/521, 1-19=0/3392 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C21 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895439 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:53 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-jWBbGWYMbvy96q7MKLZu?mDI1ox7FuE_jwMDJcyjuFq NOTES-(13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down at 6-5-10, 62 lb down at 6-5-10, and 63 lb down at 10-3-6 , and 63 lb down at 10-3-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-30, 10-18=-20, 19-20=-20 Concentrated Loads (lb) Vert: 4=-126(F=-63, B=-63) 14=-100 13=-250 24=-124(F=-62, B=-62) 30=-250 32=-250 34=-125 36=-125 37=-100 39=-250 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C22 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895440 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:54 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-BjlzTsZ_MC40k_iYu347X_mUoCJD_MY8ya6mr3yjuFp Scale = 1:43.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3637 38 39 40 41 42 433x4 4x10 8x8 2x4 4x4 8x8 3x8 3x10 3x4 3x4 3x4 2x4 3x6 3x10 5x10 3x8 2x4 2-3-03-10-01- 9 - 0 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [16:0-3-9,0-1-8], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.49 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.54 0.02 0.08 (loc) 13-14 13-14 11 13-14 l/defl >999 >541 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 340 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF SS G *Except* 19-20: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=1932/0-5-8, 11=1554/0-2-11 Max Horz 20=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1871/0, 1-22=-3525/0, 2-22=-3524/0, 2-23=-3283/0, 3-23=-3282/0, 3-24=-4791/0, 24-25=-4787/0, 4-25=-4786/0, 4-26=-4960/0, 5-26=-4955/0, 5-27=-2411/0, 6-27=-2406/0, 6-28=-2392/0, 7-28=-2387/0, 8-11=0/653 BOT CHORD 17-32=0/350, 32-33=0/350, 16-33=0/350, 16-34=0/3470, 15-34=0/3470, 15-35=0/4811, 35-36=0/4811, 36-37=0/4811, 14-37=0/4811, 14-38=0/4904, 38-39=0/4904, 13-39=0/4904, 13-40=0/2401, 12-40=0/2401, 12-41=0/2401, 11-41=0/2401, 20-42=-704/1437, 42-43=-704/1437, 19-43=-704/1437 WEBS 16-19=0/3301, 3-16=-799/0, 3-15=0/1476, 4-15=-367/158, 4-14=-163/505, 5-14=0/929, 5-13=-2867/0, 6-13=0/737, 7-11=-3834/0, 7-12=0/1512, 17-19=0/1213, 2-19=-11/368, 3-19=-892/783, 1-19=0/3049 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C22 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895440 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:54 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-BjlzTsZ_MC40k_iYu347X_mUoCJD_MY8ya6mr3yjuFp NOTES-(13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 lb down at 10-3-6, 9 lb down at 10-3-6, and 12 lb down at 6-5-14, and 12 lb down at 6-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-30, 10-18=-20, 19-20=-20 Concentrated Loads (lb) Vert: 4=-18(F=-9, B=-9) 14=-100 13=-125 24=-23(F=-12, B=-12) 30=-250 32=-250 34=-125 36=-125 37=-100 39=-125 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C23 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895441 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:56 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-75tjuXaFuqKkzHsx?U7bcPrpE0_ZSEYRQubtwxyjuFn Scale = 1:43.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 453x4 4x10 8x8 2x4 4x6 8x8 3x10 3x10 3x5 3x5 3x5 2x4 4x6 3x10 5x10 3x6 2x4 2-3-03-10-01- 9 - 0 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [16:0-3-9,0-1-8], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.56 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.62 0.03 0.08 (loc) 13-14 13-14 11 13-14 l/defl >999 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 340 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF SS G *Except* 19-20: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=1965/0-5-8, 11=1701/0-2-11 Max Horz 20=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1903/0, 1-22=-3593/0, 2-22=-3592/0, 2-23=-3341/0, 3-23=-3339/0, 3-24=-5594/0, 24-25=-5585/0, 4-25=-5585/0, 4-26=-5485/0, 26-27=-5482/0, 5-27=-5479/0, 5-28=-2675/0, 28-29=-2671/0, 6-29=-2668/0, 6-30=-2653/0, 30-31=-2651/0, 7-31=-2647/0, 8-11=0/738 BOT CHORD 17-35=0/313, 35-36=0/313, 16-36=0/313, 16-37=0/4056, 15-37=0/4056, 15-38=0/5620, 38-39=0/5620, 14-39=0/5620, 14-40=0/5428, 40-41=0/5428, 13-41=0/5428, 13-42=0/2662, 12-42=0/2662, 12-43=0/2662, 11-43=0/2662, 20-44=-702/1440, 44-45=-702/1440, 19-45=-702/1440 WEBS 16-19=0/3948, 3-16=-922/0, 3-15=0/1704, 4-15=-512/13, 4-14=-474/194, 5-14=0/933, 5-13=-3168/0, 6-13=0/771, 7-11=-4253/0, 7-12=0/1685, 17-19=0/927, 2-19=0/381, 3-19=-1445/230, 1-19=0/3125 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C23 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895441 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:57 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-bHQ55tbtf7SabRQ7ZBeq9cO__QJoBhoaeYKQSNyjuFm NOTES-(13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down at 12-11-6, 24 lb down at 12-11-6, 119 lb down at 10-3-6, 119 lb down at 10-3-6, and 117 lb down at 6-5-14, and 117 lb down at 6-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-30, 10-18=-20, 19-20=-20 Concentrated Loads (lb) Vert: 4=-239(F=-119, B=-119) 13=-125 24=-234(F=-117, B=-117) 27=-48(F=-24, B=-24) 28=-50 29=-50 30=-50 33=-125 35=-125 37=-125 39=-125 41=-125 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C24 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895442 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:57 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-bHQ55tbtf7SabRQ7ZBeq9cOvtQEWBfDaeYKQSNyjuFm Scale = 1:43.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 403x5 4x10 8x8 3x8 4x10 8x8 4x10 4x10 3x8 3x8 3x8 2x4 5x6 3x10 5x12 3x8 2x4 2-3-03-10-01- 9 - 0 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [13:0-3-9,0-1-8], [14:0-4-0,0-4-8], [15:0-3-9,0-1-8], [16:0-3-9,0-2-0], [19:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.83 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.89 0.03 0.15 (loc) 13-14 13-14 11 13-14 l/defl >999 >329 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF SS G *Except* 19-20: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 16-19: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=1452/0-5-8, 11=1371/0-2-11 Max Horz 20=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1402/0, 1-22=-2784/581, 2-22=-2783/581, 2-23=-2623/569, 3-23=-2621/570, 3-24=-4367/0, 24-25=-4360/0, 4-25=-4360/0, 4-26=-4253/0, 26-27=-4249/0, 5-27=-4246/0, 5-28=-2077/0, 28-29=-2073/0, 6-29=-2070/0, 6-30=-2061/0, 30-31=-2059/0, 7-31=-2054/0, 8-11=0/544 BOT CHORD 16-35=-19/3188, 15-35=-19/3188, 15-36=0/4393, 14-36=0/4393, 14-37=0/4213, 13-37=0/4213, 13-38=0/2066, 12-38=0/2066, 12-39=0/2066, 11-39=0/2066, 20-40=-783/1359, 19-40=-783/1359 WEBS 16-19=0/3175, 3-16=-743/47, 3-15=-9/1324, 4-15=-476/47, 4-14=-479/187, 5-14=0/681, 5-13=-2459/0, 6-13=0/515, 7-11=-3298/0, 7-12=0/1289, 17-19=0/641, 2-19=-115/263, 3-19=-1288/386, 1-19=0/2290 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down at 6-5-14, 94 lb down at 6-5-14, and 95 lb down at 10-3-2, and 95 lb down at 10-3-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C24 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895442 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:58 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3U_UJDcVQRbRCb?J7u93iqw4dpalw6TjtC4__qyjuFl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-30, 10-18=-20, 19-20=-20 Concentrated Loads (lb) Vert: 4=-191(F=-95, B=-95) 24=-188(F=-94, B=-94) 27=-50 28=-50 29=-50 30=-50 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C25 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895443 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:59 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-XgYsWZd7BljIqlaWhcgIE1TFNDzgfb8t6spXXGyjuFk Scale = 1:43.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 373x4 4x10 8x8 3x6 4x6 8x8 3x12 3x12 3x5 3x5 3x6 2x4 4x6 3x10 5x10 3x8 2x4 2-3-03-10-01- 9 - 0 2-0-0 2-0-0 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 0-5-10 0-5-10 2-0-0 1-6-6 5-2-1 3-2-1 10-0-9 4-10-8 14-11-1 4-10-8 18-8-14 3-9-13 22-10-7 4-1-9 24-11-10 2-1-4 1- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 1- 0 - 0 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [14:0-4-0,0-4-8], [16:0-3-9,0-1-8], [19:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.66 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.68 0.03 0.15 (loc) 13-14 13-14 11 13-14 l/defl >999 >434 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x6 DF SS G *Except* 19-20: 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 16-19: 2x4 DF No.1&Btr G OTHERS 2x6 DF No.2 G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=1219/0-5-8, 11=1159/0-2-11 Max Horz 20=214(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1174/209, 1-22=-2414/950, 2-22=-2414/951, 2-23=-2281/911, 3-23=-2280/911, 3-24=-3472/595, 24-25=-3467/597, 4-25=-3467/597, 4-26=-3403/628, 5-26=-3397/628, 5-27=-1696/313, 6-27=-1691/314, 6-28=-1683/314, 7-28=-1678/315, 8-11=-99/423 BOT CHORD 16-32=-639/2568, 15-32=-639/2568, 15-33=-660/3490, 14-33=-660/3490, 14-34=-682/3370, 13-34=-682/3370, 13-35=-363/1688, 12-35=-363/1688, 12-36=-363/1688, 11-36=-363/1688, 20-37=-819/1323, 19-37=-819/1323 WEBS 16-19=-605/2551, 3-16=-583/207, 3-15=-303/1030, 4-15=-346/177, 4-14=-421/245, 5-14=0/579, 5-13=-1927/366, 6-13=0/436, 7-11=-2692/544, 7-12=-145/1034, 17-19=0/636, 3-19=-997/677, 1-19=-226/1908 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down at 6-5-14, 34 lb down at 6-5-14, and 33 lb down at 10-3-2, and 33 lb down at 10-3-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) StandardContinued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C25 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895443 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:59 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-XgYsWZd7BljIqlaWhcgIE1TFNDzgfb8t6spXXGyjuFk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-30, 10-18=-20, 19-20=-20 Concentrated Loads (lb) Vert: 4=-66(F=-33, B=-33) 24=-68(F=-34, B=-34) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C26 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895444 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:01 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-U3gcxFeNjMz032kuo1imJSYfv1cG7XnAZAIeb9yjuFi Scale = 1:46.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x8 8x8 3x10 10x10 8x8 4x10 6x10 3x8 8x8 3x8 3x8 10x10 3x10 3x4 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 2-3-03-10-01- 9 - 0 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 4-11-2 4-11-2 9-6-6 4-7-4 14-1-10 4-7-4 18-8-14 4-7-4 22-10-7 4-1-9 24-11-10 2-1-4 2- 3 - 1 0 7- 0 - 8 2- 4 - 2 2- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [6:0-3-8,0-5-0], [12:0-3-9,0-1-8], [13:0-3-9,0-4-0], [14:0-4-0,0-5-8], [15:0-3-9,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.85 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -1.05 0.10 0.38 (loc) 12-13 12-13 10 12-13 l/defl >876 >279 n/a >781 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS G BOT CHORD 2x6 DF SS G WEBS 2x4 DF Std G *Except* 16-17: 2x6 DF No.2 G, 1-15: 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-6-4 oc bracing: 13-14 8-2-7 oc bracing: 12-13. REACTIONS.(lb/size)16=2151/0-5-8, 10=2030/0-2-11 Max Horz 16=220(LC 11) Max Uplift 16=-868(LC 8), 10=-1321(LC 12) Max Grav 16=3658(LC 29), 10=3690(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3281/1017, 1-18=-7692/2607, 2-18=-7689/2607, 2-19=-10842/3747, 3-19=-10840/3747, 3-20=-11127/4463, 4-20=-11124/4464, 4-21=-5345/2292, 5-21=-5343/2293, 5-22=-5303/2278, 6-22=-5300/2279, 7-10=-695/1664 BOT CHORD 16-24=-740/1136, 24-25=-740/1136, 25-26=-740/1136, 15-26=-740/1136, 15-27=-2669/7687, 27-28=-2669/7687, 28-29=-2669/7687, 14-29=-2669/7687, 14-30=-3834/10851, 30-31=-3834/10851, 31-32=-3834/10851, 13-32=-3834/10851, 13-33=-4477/10998, 33-34=-4477/10998, 34-35=-4477/10998, 12-35=-4477/10998, 12-36=-2336/5329, 11-36=-2336/5329, 11-37=-2336/5329, 10-37=-2336/5329 WEBS 1-15=-2301/7857, 2-15=-1601/734, 2-14=-1583/3585, 4-13=-593/1977, 4-12=-6392/2371, 5-12=-720/1922, 6-10=-8481/3679, 6-11=-1500/3612, 3-14=-313/543, 3-13=-1015/626 NOTES-(15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 868 lb uplift at joint 16 and 1321 lb uplift at joint 10. Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss C26 Truss Type MONOPITCH Qty 1 Ply 2 Raising Cane's #C1032 Job Reference (optional) R89895444 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:01 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-U3gcxFeNjMz032kuo1imJSYfv1cG7XnAZAIeb9yjuFi NOTES-(15) 11) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 3-11-8 oc max. starting at 2-0-12 from the left end to 24-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 15) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-8=-30, 9-16=-20 Concentrated Loads (lb) Vert: 13=-121(F) 12=-121(F) 11=-121(F) 24=-121(F) 26=-121(F) 27=-405(F) 29=-162(F) 30=-287(F) 32=-139(F) 33=-121(F) 35=-121(F) 37=-122(F) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D01 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895445 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:02 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-yFE_8bf?Ug5thCJ5MkE?sg5sBR7os5MJoq2B8byjuFh Scale = 1:39.0 1 2 4 3 5 6 7 3x6 2x4 6x6 4x10 2-4-4 2-4-4 2-4-4 2-4-4 3- 5 - 0 7- 0 - 8 3- 1 - 7 3- 5 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.19 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 4-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-5, 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=89/0-5-8, 3=89/Mechanical Max Horz 4=194(LC 11) Max Uplift 4=-376(LC 8), 3=-376(LC 9) Max Grav 4=418(LC 11), 3=418(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-599/868, 2-3=-372/105 BOT CHORD 4-7=-355/491, 3-7=-355/491 WEBS 1-3=-859/610 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 4 and 376 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D02 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895446 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:02 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-yFE_8bf?Ug5thCJ5MkE?sg5s0R7os5MJoq2B8byjuFh Scale = 1:39.0 1 2 4 3 5 6 7 3x6 2x4 6x6 4x10 2-4-4 2-4-4 2-4-4 2-4-4 3- 4 - 8 7- 0 - 8 3- 0 - 1 5 3- 4 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.47 0.19 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 4-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-5, 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=89/0-5-8, 3=89/Mechanical Max Horz 4=-195(LC 8) Max Uplift 4=-377(LC 8), 3=-377(LC 9) Max Grav 4=419(LC 11), 3=419(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-599/869, 2-3=-372/106 BOT CHORD 4-7=-358/497, 3-7=-358/497 WEBS 1-3=-863/612 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 4 and 377 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D03 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895447 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:03 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-QRoNMxgeFzDkJMuHwSlEPte1aqS1bYaT1Unkg1yjuFg Scale = 1:39.0 1 2 4 3 5 6 7 3x6 2x4 6x6 4x10 2-4-4 2-4-4 2-4-4 2-4-4 3- 4 - 0 7- 0 - 8 3- 0 - 7 3- 4 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.19 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 4-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-5, 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=89/0-5-8, 3=89/Mechanical Max Horz 4=195(LC 9) Max Uplift 4=-378(LC 8), 3=-378(LC 9) Max Grav 4=420(LC 11), 3=420(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-599/871, 2-3=-372/107 BOT CHORD 4-7=-362/503, 3-7=-362/503 WEBS 1-3=-867/613 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 4 and 378 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D04 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895448 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:03 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-QRoNMxgeFzDkJMuHwSlEPte5?qRubbVT1Unkg1yjuFg Scale = 1:19.6 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 3 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-62(LC 8) Max Uplift 4=-40(LC 8), 3=-40(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/167, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4 and 40 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D05 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895449 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:04 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-ueMlZGhG0HLbwWTTT9GTx5AGlEn7K2mcF8XICTyjuFf Scale = 1:19.4 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 3 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-61(LC 8) Max Uplift 4=-39(LC 8), 3=-39(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/164, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 4 and 39 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D06 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895450 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:04 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-ueMlZGhG0HLbwWTTT9GTx5AGlEn7K2ncF8XICTyjuFf Scale = 1:19.2 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 2 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=60(LC 11) Max Uplift 4=-38(LC 8), 3=-38(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/161, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 38 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D07 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895451 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:05 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Mqv7nchunbTSYg2g1sniUIjRVe7M3V3lUoHrkwyjuFe Scale = 1:19.0 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 2 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-59(LC 8) Max Uplift 4=-37(LC 8), 3=-37(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/159, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 4 and 37 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D08 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895452 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:05 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Mqv7nchunbTSYg2g1sniUIjRVe7M3V4lUoHrkwyjuFe Scale = 1:18.8 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 1 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-59(LC 10) Max Uplift 4=-36(LC 8), 3=-36(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/156, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4 and 36 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D09 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895453 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:06 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-q0TV_yiWXubJAqdsbaIx0WGcE2TboyLvjR0PHMyjuFd Scale = 1:18.5 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 1 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-58(LC 8) Max Uplift 4=-34(LC 8), 3=-34(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/153, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 4 and 34 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D10 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895454 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:06 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-q0TV_yiWXubJAqdsbaIx0WGcE2TboyMvjR0PHMyjuFd Scale = 1:18.3 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 0 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-57(LC 10) Max Uplift 4=-33(LC 8), 3=-33(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/151, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 4 and 33 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D11 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895455 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:07 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-ID1tCIj8ICjAnzB29HpAZjon_SpqXPd2y5mypoyjuFc Scale = 1:18.1 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 3- 0 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-56(LC 8) Max Uplift 4=-32(LC 8), 3=-32(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/148, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 4 and 32 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D12 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895456 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:07 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-ID1tCIj8ICjAnzB29HpAZjon_SpqXPe2y5mypoyjuFc Scale = 1:17.9 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 1 1 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-55(LC 8) Max Uplift 4=-31(LC 8), 3=-31(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/146, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 4 and 31 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D13 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895457 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:08 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-mPbGPekm3Wr1P7mEi?KP6xLykr93GsvCAlVVLFyjuFb Scale = 1:17.7 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 1 1 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=54(LC 11) Max Uplift 4=-30(LC 8), 3=-30(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/143, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 4 and 30 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D14 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895458 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:08 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-mPbGPekm3Wr1P7mEi?KP6xLykr93GswCAlVVLFyjuFb Scale = 1:17.5 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 1 0 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=53(LC 11) Max Uplift 4=-29(LC 8), 3=-29(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/141, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 29 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D15 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895459 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:09 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Fb9ed_kOqpzt1HLRGisee8u6UFVI?JALPPF3thyjuFa Scale = 1:17.3 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 1 0 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-53(LC 8) Max Uplift 4=-28(LC 8), 3=-28(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/138, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 4 and 28 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D16 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895460 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:09 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Fb9ed_kOqpzt1HLRGisee8u6UFVI?JALPPF3thyjuFa Scale = 1:17.0 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 9 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-52(LC 10) Max Uplift 4=-27(LC 8), 3=-27(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/136, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 4 and 27 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D17 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895461 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:10 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-joj0qKl1b75keRwdqQNtBMQHEfqXkmRVe3_cQ7yjuFZ Scale = 1:16.8 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 9 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-51(LC 8) Max Uplift 4=-26(LC 8), 3=-26(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/134, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 4 and 26 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D18 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895462 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:10 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-joj0qKl1b75keRwdqQNtBMQHEfqXkmSVe3_cQ7yjuFZ Scale = 1:16.6 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 8 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-50(LC 8) Max Uplift 4=-25(LC 8), 3=-25(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/131, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4 and 25 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D19 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895463 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:11 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-B_HO1gmfMRDbGbVpO7u6jZzS_3AmTDjesjkAyZyjuFY Scale = 1:16.4 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 8 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-49(LC 8) Max Uplift 4=-24(LC 8), 3=-24(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/129, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4 and 24 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D20 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895464 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:11 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-B_HO1gmfMRDbGbVpO7u6jZzS_3AmTDkesjkAyZyjuFY Scale = 1:16.2 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 7 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-48(LC 10) Max Uplift 4=-23(LC 8), 3=-23(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/127, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 4 and 23 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D21 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895465 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:12 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fAqmF0nH7kLSul40xrPLGnVdkTW?Cf?n5NTjU0yjuFX Scale: 3/4"=1' 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 7 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=47(LC 11) Max Uplift 4=-22(LC 8), 3=-22(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/125, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 4 and 22 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D22 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895466 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:12 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fAqmF0nH7kLSul40xrPLGnVdkTW?Cf0n5NTjU0yjuFX Scale = 1:15.7 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 6 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=47(LC 9) Max Uplift 4=-21(LC 8), 3=-21(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/122, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 4 and 21 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D23 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895467 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:13 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7MO9SLovu2TJWufCVYwap_2oTssEx6HxK1DG0SyjuFW Scale = 1:15.5 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 6 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-46(LC 8) Max Uplift 4=-20(LC 8), 3=-20(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/120, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 20 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D24 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895468 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:13 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-7MO9SLovu2TJWufCVYwap_2oTssEx6HxK1DG0SyjuFW Scale = 1:15.3 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 5 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-45(LC 10) Max Uplift 4=-19(LC 8), 3=-19(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/118, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 19 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D25 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895469 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:14 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-bZyXghoXfMcA72EO3FRpLCbzDGCTgZY4ZhyqZuyjuFV Scale = 1:15.1 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 5 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-44(LC 8) Max Uplift 4=-18(LC 8), 3=-18(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/116, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 4 and 18 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D26 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895470 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:14 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-bZyXghoXfMcA72EO3FRpLCbzDGCTgZZ4ZhyqZuyjuFV Scale = 1:14.9 1 2 4 3 5 6 2x4 2x4 3x4 3x4 2-4-4 2-4-4 2-4-4 2-4-4 2- 4 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/0-5-8, 3=93/Mechanical Max Horz 4=-43(LC 8) Max Uplift 4=-17(LC 8), 3=-17(LC 9) Max Grav 4=401(LC 33), 3=401(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-381/114, 2-3=-381/65 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 4 and 17 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss D27 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895471 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:14 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-bZyXghoXfMcA72EO3FRpLCbqdGDcgVq4ZhyqZuyjuFV Scale = 1:39.0 1 2 4 3 5 6 7 3x6 2x4 6x6 6x10 2-4-4 2-4-4 2-4-4 2-4-4 2- 4 - 0 7- 0 - 8 2- 0 - 7 2- 4 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.82 0.19 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 4-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-5, 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. REACTIONS.(lb/size)4=89/0-5-8, 3=89/Mechanical Max Horz 4=-209(LC 8) Max Uplift 4=-395(LC 8), 3=-395(LC 9) Max Grav 4=438(LC 11), 3=438(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-599/904, 2-3=-372/121 BOT CHORD 4-7=-502/735, 3-7=-502/735 WEBS 1-3=-1027/695 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 4 and 395 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E01 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895472 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:15 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3lWvt1p9Qfk1lCpbdzy2uP74vgWbPzrEnLiN5LyjuFU Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 5 - 0 3- 1 - 7 7- 0 - 8 3- 5 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=194(LC 11) Max Uplift 3=-232(LC 9), 4=-232(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/103, 2-3=-415/605 WEBS 2-4=-682/493 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 3 and 232 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E02 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895473 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:15 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-3lWvt1p9Qfk1lCpbdzy2uP74kgWbPzsEnLiN5LyjuFU Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 4 - 8 3- 0 - 1 5 7- 0 - 8 3- 4 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.47 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=195(LC 9) Max Uplift 3=-232(LC 9), 4=-232(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/103, 2-3=-415/606 WEBS 2-4=-688/496 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 3 and 232 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E03 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895474 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:16 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Xx4H5NqnBzsuNMNnAgUHQdgFI4rq8Q6N0?RwdnyjuFT Scale = 1:38.7 1 2 4 3 5 6 7 6x6 2x4 3x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 4 - 0 3- 0 - 7 7- 0 - 8 3- 4 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=141/0-5-8, 3=141/Mechanical Max Horz 4=-195(LC 8) Max Uplift 4=-233(LC 8), 3=-233(LC 9) Max Grav 4=428(LC 29), 3=428(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/104, 2-3=-415/607 WEBS 2-4=-693/499 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 4 and 233 lb uplift at joint 3. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E04 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895475 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:16 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Xx4H5NqnBzsuNMNnAgUHQdgF64rq8Q7N0?RwdnyjuFT Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 3 - 8 2- 1 1 - 1 5 7- 0 - 8 3- 3 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.50 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=196(LC 9) Max Uplift 3=-233(LC 9), 4=-233(LC 8) Max Grav 3=428(LC 31), 4=428(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/104, 2-3=-415/608 WEBS 2-4=-699/502 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 3 and 233 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E05 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895476 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:17 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-08efIjrQyH_l_WyzkO?WzqDQgUB3ttPWFfBU9DyjuFS Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 3 - 0 2- 1 1 - 7 7- 0 - 8 3- 3 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-197(LC 10) Max Uplift 3=-234(LC 9), 4=-234(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/104, 2-3=-415/609 WEBS 2-4=-705/505 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 3 and 234 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E06 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895477 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:17 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-08efIjrQyH_l_WyzkO?WzqDNXUBRtscWFfBU9DyjuFS Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 6x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 2 - 9 2- 1 1 - 0 7- 0 - 8 3- 2 - 9 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-6-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.65 0.37 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >594 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=177/Mechanical, 4=177/0-5-8 Max Horz 4=246(LC 9) Max Uplift 3=-293(LC 9), 4=-293(LC 8) Max Grav 3=448(LC 34), 4=448(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-397/131, 2-3=-517/759 WEBS 2-4=-883/632 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 3 and 293 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E07 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895478 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:18 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-UKC2V3r2ja6ccgX9I5WlW2lYwtXbcJagTJw1igyjuFR Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 3x6 3x4 5x12 M18AHS 3-6-4 3-6-4 3-6-4 3-6-4 3- 1 - 1 3 2- 1 0 - 4 7- 0 - 8 3- 1 - 1 3 Plate Offsets (X,Y)-- [2:0-6-6,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-6-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.67 0.37 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >594 n/a **** L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 32 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=411/Mechanical, 4=369/0-5-8 Max Horz 4=-247(LC 8) Max Uplift 3=-59(LC 9), 4=-102(LC 8) Max Grav 3=683(LC 31), 4=640(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-543/0, 2-3=-751/526 WEBS 2-4=-963/571 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3 and 102 lb uplift at joint 4. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-87, 3-4=-25 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E07 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895478 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:18 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-UKC2V3r2ja6ccgX9I5WlW2lYwtXbcJagTJw1igyjuFR LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 6=-238-to-2=-239 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E08 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895479 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:18 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-UKC2V3r2ja6ccgX9I5WlW2lartXHcKagTJw1igyjuFR Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 3x6 3x4 6x6 3-6-4 3-6-4 3-6-4 3-6-4 3- 1 - 8 2- 9 - 1 5 7- 0 - 8 3- 1 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.55 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=223/Mechanical, 4=210/0-5-8 Max Horz 4=198(LC 9) Max Uplift 3=-153(LC 9), 4=-167(LC 8) Max Grav 3=511(LC 31), 4=497(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-439/53, 2-3=-497/530 WEBS 2-4=-748/491 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3 and 167 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 3-4=-20 Trapezoidal Loads (plf) Vert: 6=-125-to-2=-122 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E09 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895480 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:19 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-yWmQjPsgUuETEp6Msp1_2FIlPHtXLnypizgbE6yjuFQ Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 1 - 0 2- 9 - 7 7- 0 - 8 3- 1 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-199(LC 8) Max Uplift 3=-236(LC 9), 4=-236(LC 8) Max Grav 3=428(LC 31), 4=428(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/106, 2-3=-415/613 WEBS 2-4=-731/519 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 3 and 236 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E10 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895481 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:19 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-yWmQjPsgUuETEp6Msp1_2FIlCHtXLnzpizgbE6yjuFQ Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 0 - 8 2- 8 - 1 5 7- 0 - 8 3- 0 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=199(LC 9) Max Uplift 3=-236(LC 9), 4=-236(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/106, 2-3=-415/614 WEBS 2-4=-738/523 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 3 and 236 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E11 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895482 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:20 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-QjJowltIECMKrzhYPWYDbTrvkhDm4EDzxdP8mYyjuFP Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 3- 0 - 0 2- 8 - 7 7- 0 - 8 3- 0 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.59 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=200(LC 9) Max Uplift 3=-237(LC 9), 4=-237(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/106, 2-3=-415/615 WEBS 2-4=-745/528 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 3 and 237 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E12 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895483 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:20 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-QjJowltIECMKrzhYPWYDbTrvXhDm4EEzxdP8mYyjuFP Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 2- 1 1 - 8 2- 7 - 1 5 7- 0 - 8 2- 1 1 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.60 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-201(LC 8) Max Uplift 3=-237(LC 9), 4=-237(LC 8) Max Grav 3=428(LC 31), 4=428(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/106, 2-3=-415/616 WEBS 2-4=-753/532 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 3 and 237 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E13 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895484 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:21 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-uvtA84uw?VUAT7GkzE3S7gN435Z?phT6AH9hJ_yjuFO Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 3x6 6x6 6x8 3-6-4 3-6-4 3-6-4 3-6-4 2- 1 1 - 0 2- 7 - 7 7- 0 - 8 2- 1 1 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=161/Mechanical, 4=157/0-5-8 Max Horz 4=-201(LC 8) Max Uplift 3=-218(LC 9), 4=-222(LC 8) Max Grav 3=448(LC 31), 4=445(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-399/94, 2-3=-435/597 WEBS 2-4=-766/530 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 222 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 2-6=-83, 3-4=-20 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E14 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895485 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:21 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-uvtA84uw?VUAT7GkzE3S7gN4s5ZwphC6AH9hJ_yjuFO Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 2x4 3x4 5x12 M18AHS 3-6-4 3-6-4 3-6-4 3-6-4 2- 1 0 - 8 2- 6 - 1 5 7- 0 - 8 2- 1 0 - 8 Plate Offsets (X,Y)-- [2:0-6-6,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 32 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=363/Mechanical, 4=323/0-5-8 Max Horz 4=-202(LC 8) Max Uplift 3=-16(LC 9), 4=-56(LC 8) Max Grav 3=651(LC 31), 4=611(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-525/0, 2-3=-637/396 WEBS 2-4=-838/472 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3 and 56 lb uplift at joint 4. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 2-6=-213, 3-4=-20 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E15 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895486 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:22 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-M5RYLQuYmpc15HrxXxahguwFOVuEY8hGOxuFrRyjuFN Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x8 3-6-4 3-6-4 3-6-4 3-6-4 2- 1 0 - 0 2- 6 - 7 7- 0 - 8 2- 1 0 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.64 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-202(LC 10) Max Uplift 3=-239(LC 9), 4=-239(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/107, 2-3=-415/619 WEBS 2-4=-777/546 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 3 and 239 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E16 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895487 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:22 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-M5RYLQuYmpc15HrxXxahguwEAVuEY8fGOxuFrRyjuFN Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 5x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 9 - 8 2- 5 - 1 5 7- 0 - 8 2- 9 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.65 0.33 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-203(LC 10) Max Uplift 3=-239(LC 9), 4=-239(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/107, 2-3=-415/619 WEBS 2-4=-785/551 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 3 and 239 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E17 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895488 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:23 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-qI?xZmvAX7kuiRQ75e6wD5TK_uEjHaJPdbeoNtyjuFM Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 4x14 M18AHS 3-6-4 3-6-4 3-6-4 3-6-4 2- 9 - 3 2- 5 - 1 0 7- 0 - 8 2- 9 - 3 Plate Offsets (X,Y)-- [2:0-8-6,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.97 0.38 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >574 n/a **** L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 32 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=212/Mechanical, 4=212/0-5-8 Max Horz 4=305(LC 11) Max Uplift 3=-359(LC 9), 4=-359(LC 8) Max Grav 3=468(LC 31), 4=468(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-406/159, 2-3=-613/911 BOT CHORD 4-7=-204/313, 3-7=-204/313 WEBS 2-4=-1161/818 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 3 and 359 lb uplift at joint 4. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E18 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895489 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:23 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-qI?xZmvAX7kuiRQ75e6wD5TLsuEjHZBPdbeoNtyjuFM Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 4x14 M18AHS 3-6-4 3-6-4 3-6-4 3-6-4 2- 8 - 3 2- 4 - 1 0 7- 0 - 8 2- 8 - 3 Plate Offsets (X,Y)-- [2:0-8-6,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.91 0.38 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >574 n/a **** L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 31 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.1 G BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=212/Mechanical, 4=212/0-5-8 Max Horz 4=-306(LC 8) Max Uplift 3=-361(LC 9), 4=-361(LC 8) Max Grav 3=468(LC 31), 4=468(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-405/158, 2-3=-613/913 BOT CHORD 4-7=-227/346, 3-7=-227/346 WEBS 2-4=-1193/838 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 3 and 361 lb uplift at joint 4. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E19 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895490 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:24 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-IUZJm6wpIQslKb?JeMd9lJ?a0Iai022YsFNMvJyjuFL Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 6x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 8 - 0 2- 4 - 7 7- 0 - 8 2- 8 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.70 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-204(LC 8) Max Uplift 3=-241(LC 9), 4=-241(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/108, 2-3=-415/622 WEBS 2-4=-814/568 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 3 and 241 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E20 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895491 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:24 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-IUZJm6wpIQslKb?JeMd9lJ?ZnIai020YsFNMvJyjuFL Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 6x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 7 - 8 2- 3 - 1 5 7- 0 - 8 2- 7 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.71 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-205(LC 10) Max Uplift 3=-241(LC 9), 4=-241(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/108, 2-3=-415/623 WEBS 2-4=-824/575 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 3 and 241 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E21 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895492 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:25 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-ng7hzSxR3k_cykZWC38OIWYjIiwxlVEi4v7vSmyjuFK Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 6x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 7 - 0 2- 3 - 7 7- 0 - 8 2- 7 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.73 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-206(LC 10) Max Uplift 3=-241(LC 9), 4=-241(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/108, 2-3=-415/624 BOT CHORD 4-7=-171/260, 3-7=-171/260 WEBS 2-4=-834/581 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 3 and 241 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E22 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895493 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:25 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-ng7hzSxR3k_cykZWC38OIWYj3iwxlVDi4v7vSmyjuFK Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 3x6 6x6 6x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 6 - 8 2- 2 - 1 5 7- 0 - 8 2- 6 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.74 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=159/Mechanical, 4=148/0-5-8 Max Horz 4=-206(LC 8) Max Uplift 3=-224(LC 9), 4=-235(LC 8) Max Grav 3=446(LC 31), 4=435(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-390/105, 2-3=-433/606 BOT CHORD 4-8=-174/276, 3-8=-174/276 WEBS 2-4=-851/582 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 3 and 235 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down at 2-5-7, and 12 lb down at 2-5-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E22 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895493 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:26 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Fth3Boy3q26TZu8imnfdqk5uo6GAUyTrJZsS_CyjuFJ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 7=-25(F=-12, B=-12) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E23 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895494 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:26 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Fth3Boy3q26TZu8imnfdqk5t46G7Uz2rJZsS_CyjuFJ Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 3x6 3x4 8x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 6 - 0 2- 0 - 6 7- 0 - 8 2- 6 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.79 0.33 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=307/Mechanical, 4=201/0-5-8 Max Horz 4=208(LC 9) Max Uplift 3=-77(LC 9), 4=-183(LC 8) Max Grav 3=594(LC 31), 4=488(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-426/119, 2-3=-581/461 WEBS 2-4=-796/485 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 183 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down at 2-5-7, and 113 lb down at 2-5-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E23 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895494 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:26 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Fth3Boy3q26TZu8imnfdqk5t46G7Uz2rJZsS_CyjuFJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-226(F=-113, B=-113) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E24 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895495 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:26 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-Fth3Boy3q26TZu8imnfdqk5tq6GAUyrrJZsS_CyjuFJ Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 3x6 6x6 8x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 5 - 8 1- 1 1 - 1 4 7- 0 - 8 2- 5 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.80 0.33 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=182/Mechanical, 4=156/0-5-8 Max Horz 4=209(LC 9) Max Uplift 3=-203(LC 9), 4=-229(LC 8) Max Grav 3=469(LC 31), 4=443(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-398/148, 2-3=-456/586 WEBS 2-4=-776/520 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 229 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down at 2-5-7, and 28 lb down at 2-5-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Continued on page 2 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E24 Truss Type FLAT Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895495 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:27 2025 Page 2 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-j3ERO8yhbLEKB2juKUAsNxd2aWcPDP5?YDc0WeyjuFI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-56(F=-28, B=-28) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E25 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895496 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:27 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-j3ERO8yhbLEKB2juKUAsNxd2KWcKDQD?YDc0WeyjuFI Scale = 1:38.7 1 2 4 3 5 6 7 8 2x4 2x4 3x4 6x8 3-6-4 3-6-4 3-6-4 3-6-4 2- 5 - 0 1- 1 1 - 6 7- 0 - 8 2- 5 - 0 Plate Offsets (X,Y)-- [2:0-3-12,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.82 0.33 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=425/Mechanical, 4=244/0-5-8 Max Horz 4=-209(LC 8) Max Uplift 4=-141(LC 8) Max Grav 3=713(LC 31), 4=531(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-453/94, 2-3=-699/344 BOT CHORD 4-8=-90/288, 3-8=-90/288 WEBS 2-4=-848/466 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 7=-387 August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E26 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895497 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:27 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-j3ERO8yhbLEKB2juKUAsNxd2bWcPDPV?YDc0WeyjuFI Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 6x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 4 - 8 2- 0 - 1 5 7- 0 - 8 2- 4 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.80 0.33 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-208(LC 8) Max Uplift 3=-243(LC 9), 4=-243(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/109, 2-3=-415/627 BOT CHORD 4-7=-215/323, 3-7=-215/323 WEBS 2-4=-894/618 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 3 and 243 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss E27 Truss Type Flat Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895498 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:28 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-BFopcUzJMfMBpCI4tCh5v9AD5vyeysh8ntLZ24yjuFH Scale = 1:38.7 1 2 4 3 5 6 7 2x4 3x6 6x6 6x10 3-6-4 3-6-4 3-6-4 3-6-4 2- 4 - 0 2- 0 - 7 7- 0 - 8 2- 4 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.82 0.33 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >616 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 3-5: 2x6 DF No.2 G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, 2-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=141/Mechanical, 4=141/0-5-8 Max Horz 4=-209(LC 8) Max Uplift 3=-244(LC 9), 4=-244(LC 8) Max Grav 3=428(LC 31), 4=428(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-387/109, 2-3=-415/628 BOT CHORD 4-7=-225/338, 3-7=-225/338 WEBS 2-4=-908/627 NOTES-(12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 3 and 244 lb uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss SP01 Truss Type BLOCKING SUPPORTED Qty 3 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895499 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:29 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fRMCpq_x7zV2QMtHRvDKSMjUsJKdhGlI?W57bXyjuFG Scale = 1:17.2 1 2 4 3 5 6 3x6 4x6 2x4 8x8 1-10-5 1-10-5 1-10-5 1-10-5 2- 9 - 1 1 Plate Offsets (X,Y)-- [3:Edge,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO IBC2021/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.15 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=70/1-10-8, 3=70/1-10-8 Max Horz 4=-52(LC 30) Max Uplift 4=-917(LC 29), 3=-917(LC 32) Max Grav 4=951(LC 36), 3=951(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1018/926, 1-5=-525/508, 2-5=-306/289, 2-3=-373/49 BOT CHORD 4-6=-373/315, 3-6=-592/534 WEBS 1-3=-1084/1162 NOTES-(16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 917 lb uplift at joint 4 and 917 lb uplift at joint 3. 12) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-5 for 350.1 plf. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 16) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 25-0691-001 Truss SP02 Truss Type BLOCKING SUPPORTED G Qty 1 Ply 1 Raising Cane's #C1032 Job Reference (optional) R89895500 Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:56:29 2025 Page 1 Precision Truss, Citrus Heights, CA ID:tU1woLeiXBgGwrpxhgDG1JywmId-fRMCpq_x7zV2QMtHRvDKSMjUxJL2hGqI?W57bXyjuFG Scale = 1:17.2 1 2 4 3 5 6 3x6 4x6 2x4 8x8 1-8-13 1-8-13 1-8-13 1-8-13 2- 9 - 1 1 Plate Offsets (X,Y)-- [3:Edge,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES IBC2021/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.13 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=65/1-9-0, 3=65/1-9-0 Max Horz 4=-52(LC 34) Max Uplift 4=-921(LC 29), 3=-921(LC 32) Max Grav 4=952(LC 36), 3=952(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1025/929, 1-5=-486/468, 2-5=-285/267, 2-3=-372/45 BOT CHORD 4-6=-352/293, 3-6=-553/494 WEBS 1-3=-1065/1148 NOTES-(16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 921 lb uplift at joint 4 and 921 lb uplift at joint 3. 12) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-13 for 350.1 plf. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. 16) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. LOAD CASE(S) Standard August 27,2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4-6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .