Loading...
HomeMy WebLinkAbout_2025-02-19-03 Enclave L24 -Truss Calcs - FTF REVIEW_v1 (1)416872 Enclave Lot 24 San Luis Obispo, CA Hayward Building Systems 800 W Betteravia Rd. Santa Maria, CA 93455 805-928-7441 / 805-928-9289 Fax 4600 Ashe Rd. #315 Bakersfield, CA 93313 661-832-1962 / 661-832-3436 Fax CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED NON-CONFORMING, REVISE & RESUBMIT THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING THE WORK WITH THAT OF ALL OTHER TRADES, AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. DATE FTF ENGINEERING, INC. BY 02/04/2025 Ceiley Davis A05 A04 A04 A04 A04 A04 A02 A02 A02 A01 B04 B03 B03 B02 B02 B02 B02 B02 B02 B01E01E02E02E02E02E02E03E03E03E03E03E03E03E03E03E04E04E04E04E04E04E04E04E04E05E06E06E07E07 E08E09F03 F02 F02 F02 F02 F02 F02 F01G01G02G03G03G03 G03G03G04G05G06G06G06G06G06G07G08G06H01 H02 H02 H02 H02 H02 H03 J01 J02 J02 J02 J02 J02 J02 E08E04D04 D03 D03 D03 D02 D02 D02 D02 D02 D01 A03 B02 K01 K02 K02 K02 K02 K02 K02 D02 C01C01C01C01C01C01C01C01C01C01C01C01C01G06E02E0317-05-0811-03-0018-02-0013-00-0815-07-0811-09-0011-03-0826-11-00 1-03-082-02-0010-00-00 14-04-08 2-00-082-06-0811-03-0811-09-0015-07-0813-00-0818-02-0011-03-0017-05-0810-01-08 13-07-00 24-00-00 13-07-00 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss support structure including headers,beams,walls,and columns is the responsibility of the building designer. Job: Address: City: Date: Job # Enclave Lot 24 San Luis Obispo 1/9/2025 416872 Designer:RP CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED NON-CONFORMING, REVISE & RESUBMIT THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING THE WORK WITH THAT OF ALL OTHER TRADES, AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. DATE FTF ENGINEERING, INC. BY 02/04/2025 Ceiley Davis Job 416872 Truss A01 Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:17 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-sS0tE?bXqNJ4MJ_wd4I42vf6X?o7q8LWu9IKnKzt58a Scale = 1:30.2 T1 T2 B1 W1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 7 6 4 24 25 5 3x8 3x8 4x6 4-9-8 4-9-8 6-9-8 2-0-0 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-88.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [3:0-8-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.40 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.19 0.01 (loc) 4-23 4-23 3 l/defl >999 >548 n/a L/d 360 240 n/a PLATES MT20 Weight: 67 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 Stud/Std G OTHERS 2X4 DF Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-1-0 except (jt=length) 3=0-5-8, 5=0-3-8. (lb) - Max Horz 1=105(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 5 except 7=-143(LC 12), 6=-162(LC 19) Max Grav All reactions 250 lb or less at joint(s) 6, 5 except 1=453(LC 1), 3=577(LC 1), 7=326(LC 19), 1=453(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-704/137, 2-24=-568/155, 2-25=-559/149, 3-25=-694/130 BOT CHORD 1-7=-25/475, 6-7=-25/475, 5-6=-25/475, 4-5=-25/475, 3-4=-25/475 WEBS 2-4=-1/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 1, 3, 5, 1 except (jt=lb) 7=143, 6=162. LOAD CASE(S)Standard Job 416872 Truss A02 Truss Type COMMON Qty 3 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:19 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-pr8efhcoM_Znbd8JlVLY8KkS6pV8I2XpLSnRsCzt58Y Scale = 1:29.1 T1 T2 B1 W1 1 2 3 4 11 12 4x4 4x4 1.5x4 4x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-88.00 12 Plate Offsets (X,Y)-- [1:0-0-14,Edge], [3:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.36 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.17 0.01 (loc) 4-7 4-7 3 l/defl >999 >961 n/a L/d 360 240 n/a PLATES MT20 Weight: 47 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 Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=598/0-5-8 (min. 0-1-8), 3=598/0-5-8 (min. 0-1-8) Max Horz 1=105(LC 9) Max Uplift1=-69(LC 12), 3=-69(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-749/131, 2-11=-613/150, 2-12=-613/150, 3-12=-749/131 BOT CHORD 1-4=-28/521, 3-4=-28/521 WEBS 2-4=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S)Standard Job 416872 Truss A03 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:20 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-H1i0s1dQ7IheDnjVICsngYHdsDrN1Vnza6X_Ofzt58X Scale = 1:29.1 T1 T2 B1 W1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 23 24 4x4 4x4 4x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-88.00 12 Plate Offsets (X,Y)-- [1:0-0-14,Edge], [3:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.36 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.17 0.01 (loc) 4-19 4-19 3 l/defl >999 >961 n/a L/d 360 240 n/a PLATES MT20 Weight: 68 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 Stud/Std G OTHERS 2X4 DF Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=598/0-5-8 (min. 0-1-8), 3=598/0-5-8 (min. 0-1-8) Max Horz 1=105(LC 9) Max Uplift1=-69(LC 12), 3=-69(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-749/131, 2-23=-613/150, 2-24=-613/150, 3-24=-749/131 BOT CHORD 1-4=-28/521, 3-4=-28/521 WEBS 2-4=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S)Standard Job 416872 Truss A04 Truss Type SCISSORS Qty 5 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:21 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-lDGO4Ne2ubpVqwIhswN0DlqoIcBZmvC6pmGYw5zt58W Scale = 1:29.2 T1 T2 B1 B2 W1 1 2 3 4 11 12 3x4 3x4 5x6 4x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-82-1-58.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-1-8], [3:0-1-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.43 0.30 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.19 0.05 (loc) 4-7 4-7 3 l/defl >999 >856 n/a L/d 360 240 n/a PLATES MT20 Weight: 45 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 Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=598/0-5-8 (min. 0-1-8), 3=598/0-5-8 (min. 0-1-8) Max Horz 1=105(LC 9) Max Uplift1=-68(LC 12), 3=-68(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1229/150, 2-11=-1093/168, 2-12=-1093/174, 3-12=-1229/155 BOT CHORD 1-4=-73/990, 3-4=-68/990 WEBS 2-4=-9/760 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 1, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S)Standard Job 416872 Truss A05 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:22 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-DQpmHiegfvxMS4tuQduFlzMz00YBVPuF2Q05TXzt58V Scale = 1:28.0 T1 T2 B1 B2 W1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 310 9 8 7 6 5 4 17 18 4x4 5x6 4x4 5x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-82-1-58.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-6,0-0-11], [3:0-2-6,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.43 0.21 0.09 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: 56 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 Stud/Std G OTHERS 2X4 DF Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 1=-110(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 7, 9, 10, 5, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 8, 9, 10, 6, 5, 4 except 7=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-440/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 1, 3, 7, 9, 10, 5, 4. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9, 10, 6, 5, 4. LOAD CASE(S)Standard Job 416872 Truss B01 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:23 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-hcN8V2fIPD3D4ES4zLPUIAv8mQuQEs7PG4lf?_zt58U Scale = 1:28.0 T1 T2 B1 B2 W1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 310 9 8 7 6 5 4 17 18 4x4 5x6 4x4 5x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-82-1-58.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-6,0-0-11], [3:0-2-6,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.43 0.21 0.09 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: 56 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 Stud/Std G OTHERS 2X4 DF Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 1=-110(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 7, 9, 10, 5, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 8, 9, 10, 6, 5, 4 except 7=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-440/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 1, 3, 7, 9, 10, 5, 4. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 7, 8, 9, 10, 6, 5, 4. LOAD CASE(S)Standard Job 416872 Truss B02 Truss Type SCISSORS Qty 7 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:24 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-9oxXiOgwAWB4hO1GX2wjrORJYqDGzGxYVkVCXQzt58T Scale = 1:29.2 T1 T2 B1 B2 W1 1 2 3 4 11 12 3x4 3x4 5x6 4x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-82-1-58.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-1-8], [3:0-1-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.43 0.30 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.19 0.05 (loc) 4-7 4-10 3 l/defl >999 >856 n/a L/d 360 240 n/a PLATES MT20 Weight: 45 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 Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=598/0-5-8 (min. 0-1-8), 3=598/0-5-8 (min. 0-1-8) Max Horz 1=-105(LC 8) Max Uplift1=-68(LC 12), 3=-68(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1229/150, 2-11=-1093/168, 2-12=-1093/174, 3-12=-1229/155 BOT CHORD 1-4=-73/990, 3-4=-68/990 WEBS 2-4=-9/760 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 1, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S)Standard Job 416872 Truss B03 Truss Type SCISSORS Qty 2 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:25 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-d?VvvkhYxqJxJYbS5lSyNb_THEZVijBikOEl4szt58S Scale = 1:29.2 T1 T2 B1 B2 W1 1 2 3 4 11 12 3x4 3x4 5x6 4x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-82-1-58.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-1-8], [3:0-1-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.43 0.30 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.19 0.05 (loc) 4-7 4-7 3 l/defl >999 >856 n/a L/d 360 240 n/a PLATES MT20 Weight: 45 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 Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=598/0-5-8 (min. 0-1-8), 3=598/0-5-8 (min. 0-1-8) Max Horz 1=105(LC 9) Max Uplift1=-68(LC 12), 3=-68(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1229/150, 2-11=-1093/168, 2-12=-1093/174, 3-12=-1229/155 BOT CHORD 1-4=-73/990, 3-4=-68/990 WEBS 2-4=-9/760 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 1, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S)Standard Job 416872 Truss B04 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:26 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-5B3H74iBi8RoxiAffTzBwpXe?dw7RDtry2_JcIzt58R Scale = 1:28.0 T1 T2 B1 B2 W1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 310 9 8 7 6 5 4 17 18 4x4 5x6 4x4 5x6 6-9-8 6-9-8 13-7-0 6-9-8 6-9-8 6-9-8 13-7-0 6-9-8 0-4-84-10-140-4-82-1-58.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-6,0-0-11], [3:0-2-6,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.43 0.21 0.09 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: 56 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 Stud/Std G OTHERS 2X4 DF Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 1=-110(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 7, 9, 10, 5, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 8, 9, 10, 6, 5, 4 except 7=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-440/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 13-7-0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 1, 3, 7, 9, 10, 5, 4. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8, 9, 10, 6, 5, 4. LOAD CASE(S)Standard Job 416872 Truss C01 Truss Type JACK-CLOSED Qty 13 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:27 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-aNdfKQipTRZfYrlrCAUQS03rz1IvAgy_Bijs8lzt58Q Scale = 1:24.6 T1 EV2 B1 W1 W2 1 2 3 5 4 9 10 11 2x4 1.5x4 1.5x4 3x4 3x6 2-0-0 2-0-0 2-2-12 0-2-12 5-4-12 3-2-0 2-2-12 2-2-12 5-4-12 3-2-0 0-4-83-11-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.29 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 27 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 Stud/Std G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=401/0-5-8 (min. 0-1-8), 4=61/Mechanical Max Horz 5=125(LC 11) Max Uplift5=-33(LC 12), 4=-74(LC 9) Max Grav 5=401(LC 1), 4=105(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-336/259 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-3-0 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. LOAD CASE(S)Standard Job 416872 Truss D01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:29 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-WmkQl6k3?3qNo9vEKbWuYR9CzrvVeVlHf0CzDdzt58O Scale: 3/16"=1' T1 T2 T3 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 T4 B2 1 2 34 5 6 7 8 9 16 15 14 13 12 11 10 17 18 21 22 23 24 4x6 4x4 6x8 5x6 2x4 7x8 3x6 4x4 6x12 4x4 4x4 3x4 4x4 3x4 4x4 4x6 LUS24 LUS24 LUS24 LUS24 3-8-8 3-8-8 3-11-4 0-2-12 6-1-4 2-2-0 12-5-4 6-4-0 18-6-7 6-1-3 24-7-10 6-1-3 30-8-13 6-1-3 37-1-8 6-4-11 3-11-4 3-11-4 6-1-4 2-2-0 12-5-4 6-4-0 18-6-7 6-1-3 24-7-10 6-1-3 30-8-13 6-1-3 37-1-8 6-4-11 0-4-84-1-113-7-22-11-68.00 12 0.25 12 Plate Offsets (X,Y)-- [4:0-8-0,0-3-12], [7:0-3-0,0-3-0], [13:0-4-0,0-4-8], [15:0-3-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.25 0.36 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.14 0.01 (loc) 14-15 14-15 10 l/defl >999 >737 n/a L/d 360 240 n/a PLATES MT20 Weight: 431 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* T2,EV2: 2X6 DF SS G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 10-0-0 oc bracing: 3-17 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-16,14-15. REACTIONS.(lb/size)10=927/0-5-8 (min. 0-1-8), 16=1974/0-5-8 (min. 0-1-8), 14=3428/0-5-8 (min. 0-1-13) Max Horz 16=239(LC 26) Max Uplift10=-185(LC 26), 16=-275(LC 8), 14=-570(LC 9) Max Grav 10=930(LC 22), 16=2055(LC 21), 14=3446(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-56/290, 2-3=-348/222, 4-15=-401/1549, 4-5=-1052/290, 5-6=-307/835, 6-7=-775/249, 7-8=-1784/372, 8-9=-1586/356, 9-10=-861/209 BOT CHORD 16-21=-398/838, 15-21=-398/838, 15-22=-784/326, 22-23=-784/326, 23-24=-784/326, 14-24=-784/326, 13-14=-293/753, 12-13=-381/1775, 11-12=-320/1582 WEBS 2-16=-412/101, 2-4=-69/427, 4-16=-1886/259, 5-15=-379/1971, 5-14=-1368/342, 6-14=-1668/582, 6-13=-118/425, 7-13=-1122/215, 8-11=-561/199, 9-11=-347/1623 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"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=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=185, 16=275, 14=570. 10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-0-4 from the left end to 11-0-4 to connect truss(es) E03 (1 ply 2x4 DF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)StandardContinued on page 2 Job 416872 Truss D01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:29 2025 Page 2 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-WmkQl6k3?3qNo9vEKbWuYR9CzrvVeVlHf0CzDdzt58O LOAD CASE(S)Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 4-9=-72, 1-10=-16 Concentrated Loads (lb) Vert: 21=-770(B) 22=-770(B) 23=-770(B) 24=-770(B) Job 416872 Truss D02 Truss Type ROOF SPECIAL Qty 6 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:31 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-S8sAAnlJXg441T3cR0YMdsEUzecB6Jva6Kh4HWzt58M Scale: 3/16"=1' T1 T2 T3 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 T4 B2 1 2 34 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 4x4 4x6 5x6 2x4 5x6 3x6 3x4 6x12 4x4 4x4 4x4 3x4 3x4 3x8 5x6 3-8-8 3-8-8 3-11-4 0-2-12 6-1-4 2-2-0 12-5-4 6-4-0 18-6-7 6-1-3 24-7-10 6-1-3 30-8-13 6-1-3 37-1-8 6-4-11 3-11-4 3-11-4 6-1-4 2-2-0 12-5-4 6-4-0 18-6-7 6-1-3 24-7-10 6-1-3 30-8-13 6-1-3 37-1-8 6-4-11 0-4-84-1-113-7-22-11-58.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-3-10,0-1-8], [4:0-9-4,0-3-12], [7:0-3-0,0-3-0], [11:0-3-8,0-1-8], [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.48 0.28 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.26 0.03 (loc) 12 11-12 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 186 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 Stud/Std G *Except* T2: 2X6 DF SS G, EV2: 2X4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. Except: 10-0-0 oc bracing: 3-17 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=928/0-5-8 (min. 0-1-8), 16=361/0-5-8 (min. 0-1-8), 14=1965/0-5-8 (min. 0-2-2) Max Horz 16=236(LC 9) Max Uplift10=-181(LC 9), 16=-82(LC 12), 14=-392(LC 13) Max Grav 10=930(LC 26), 16=454(LC 25), 14=1985(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-157/328, 4-15=-383/181, 5-6=-198/1062, 6-7=-819/187, 7-8=-1720/359, 8-9=-1579/346, 9-10=-879/206 BOT CHORD 15-16=-452/378, 14-15=-1056/289, 13-14=-223/789, 12-13=-362/1714, 11-12=-311/1574 WEBS 2-16=-316/163, 5-15=-276/992, 5-14=-953/300, 6-14=-2047/380, 6-13=-30/555, 7-13=-1009/201, 8-11=-544/194, 9-11=-329/1644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-11-4, Interior(1) 3-11-4 to 36-11-12 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 capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 10=181, 14=392. LOAD CASE(S)Standard Job 416872 Truss D03 Truss Type Roof Special Qty 3 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:32 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-wLQYN7myIzCxfdep?k4b94nef2x0rlNkL_Rdpyzt58L Scale = 1:50.0 EV1 T1 EV2 B1 W1 W2 W3 W4 W5 W6 W7 T2 B2 1 3 4 5 6 7 12 11 10 9 8 2 6x6 1.5x4 5x6 3x8 3x6 6x6 4x4 3x4 3x4 3x4 6-4-8 6-4-8 12-5-8 6-1-0 18-6-8 6-1-0 24-11-0 6-4-8 -4-3-9 0-2-13 -4-0-12 4-0-12 6-4-8 6-4-8 12-5-8 6-1-0 18-6-8 6-1-0 24-11-0 6-4-8 28-2-6 3-3-6 0-3-93-3-13-6-93-2-152-11-40.25 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [9:0-2-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 19.0 0.0 * 8.0 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 0.55 0.37 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.36 0.08 (loc) 10 9-10 2 l/defl >999 >825 n/a L/d 360 240 n/a PLATES MT20 Weight: 126 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 Stud/Std 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 6-7-1 oc bracing. WEBS 1 Row at midpt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1390/0-5-8 (min. 0-1-8), 8=1147/0-5-8 (min. 0-1-8), 2=112/0-1-8 (min. 0-1-8) Max Horz 12=-110(LC 8) Max Uplift12=-264(LC 13), 8=-195(LC 9), 2=-42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-474/279, 4-5=-1805/731, 5-6=-2487/983, 6-7=-1989/797, 7-8=-1097/478 BOT CHORD 11-12=-774/1800, 10-11=-1040/2487, 9-10=-847/2023 WEBS 4-12=-1984/805, 4-11=-82/497, 5-11=-765/342, 6-10=-205/504, 6-9=-744/407, 7-9=-842/2105 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone 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 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=264, 8=195. LOAD CASE(S)Standard Job 416872 Truss D04 Truss Type ROOF SPECIAL Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:34 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-sjYJopoCqbSfuwoB7863FVs2EsftJjr0oIwkurzt58J Scale = 1:50.0 EV1 T1 EV2 B1 W1 W2 W3 W4 W5 W6 W7 T2 B2 1 3 4 5 6 7 12 11 10 9 8 2 13 14 15 16 17 18 19 20 21 22 4x4 1.5x4 5x6 4x4 2x4 7x8 3x4 3x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-4-8 6-4-8 12-5-8 6-1-0 18-6-8 6-1-0 24-11-0 6-4-8 -4-3-9 0-2-13 -4-0-12 4-0-12 6-4-8 6-4-8 12-5-8 6-1-0 18-6-8 6-1-0 24-11-0 6-4-8 28-2-6 3-3-6 0-3-93-3-13-6-93-3-02-11-40.25 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [9:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 19.0 0.0 * 8.0 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 0.28 0.15 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.19 0.04 (loc) 9-10 9-10 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std 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)12=1684/0-5-8 (min. 0-1-8), 8=1443/0-5-8 (min. 0-1-8), 2=111/0-1-8 (min. 0-1-8) Max Horz 12=-107(LC 21) Max Uplift12=-808(LC 9), 8=-737(LC 5), 2=-47(LC 22) Max Grav 12=1684(LC 1), 8=1490(LC 31), 2=111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-476/159, 4-5=-2374/1161, 5-6=-3234/1570, 6-7=-2573/1243, 7-8=-1299/614 BOT CHORD 12-13=-1186/2389, 13-14=-1186/2389, 14-15=-1186/2389, 11-15=-1186/2389, 11-16=-1597/3244, 16-17=-1597/3244, 10-17=-1597/3244, 10-18=-1293/2622, 18-19=-1293/2622, 9-19=-1293/2622 WEBS 4-12=-2560/1249, 4-11=-411/789, 5-11=-956/456, 6-10=-335/684, 6-9=-800/311, 7-9=-1328/2722 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 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) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=808, 8=737. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S)Standard Continued on page 2 Job 416872 Truss D04 Truss Type ROOF SPECIAL Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:34 2025 Page 2 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-sjYJopoCqbSfuwoB7863FVs2EsftJjr0oIwkurzt58J LOAD CASE(S)Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-38, 2-3=-78, 3-7=-78, 8-12=-16 Concentrated Loads (lb) Vert: 9=-45(F) 11=-45(F) 10=-45(F) 13=-49(F) 14=-45(F) 15=-45(F) 16=-45(F) 17=-45(F) 18=-45(F) 19=-45(F) 20=-45(F) 21=-45(F) 22=-49(F) Job 416872 Truss E01 Truss Type GABLE COMMON Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:36 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-p6g3DVpSMCiN8ExaEZ8XKwxQGfMEnkMJGcPryjzt58H Scale = 1:38.4 T1 T2 B1 B2 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST12 1 2 3 4 5 14 13 12 11 10 9 8 7 6 33 34 35 36 3x6 4x4 3x6 5x8 3x6 4x4 3x6 4x4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-02-10-88.00 12 4.00 12 Plate Offsets (X,Y)-- [17:0-1-10,0-0-12], [27:0-1-10,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.19 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 123 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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: 12-13,7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-2-0. (lb) - Max Horz 14=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14, 6, 10, 7, 13 except 12=-181(LC 3), 8=-181(LC 3) Max Grav All reactions 250 lb or less at joint(s) 14, 6, 11, 9 except 10=362(LC 1), 7=450(LC 26), 13=466(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-259/32, 4-7=-325/116, 2-13=-325/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 14, 6, 10, 7, 13 except (jt=lb) 12=181, 8=181. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 7, 13, 11, 12, 9, 8. LOAD CASE(S)Standard Job 416872 Truss E02 Truss Type SCISSORS Qty 6 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:37 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-HIDRRrq46WqElOWmoHfms7UbJ3hLW6rTUG8OVAzt58G Scale = 1:42.9 T1 T2 B1 B2 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x6 4x4 3x6 1.5x4 1.5x4 5x8 3x6 4x4 3x6 4x4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-02-10-88.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.17 0.17 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.11 0.09 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 94 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=787/0-5-8 (min. 0-1-8), 6=787/0-5-8 (min. 0-1-8) Max Horz 10=-179(LC 10) Max Uplift10=-86(LC 12), 6=-86(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1332/161, 2-11=-1168/176, 2-12=-1127/146, 3-12=-1030/170, 3-13=-1030/178, 4-13=-1127/154, 4-14=-1168/167, 5-14=-1332/152, 1-10=-772/132, 5-6=-772/113 BOT CHORD 8-9=-170/1161, 7-8=-129/1101 WEBS 3-8=-101/858, 4-8=-254/166, 1-9=-71/965, 5-7=-88/965 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. LOAD CASE(S)Standard Job 416872 Truss E03 Truss Type SCISSORS Qty 10 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:38 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-lVnpeBritpy5NY5yM_A?PL1leT?CFXncjwux1czt58F Scale = 1:42.9 T1 T2 B1 B2 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 3x6 4x4 3x6 1.5x4 1.5x4 5x8 3x6 4x4 3x6 4x4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-02-10-88.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [9:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.19 0.26 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.11 0.11 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 94 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=787/0-5-8 (min. 0-1-8), 6=787/0-5-8 (min. 0-1-8) Max Horz 10=179(LC 11) Max Uplift10=-86(LC 12), 6=-287(LC 28) Max Grav 10=787(LC 1), 6=973(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1332/161, 2-11=-1168/176, 2-12=-1127/146, 3-12=-1106/264, 3-13=-1335/407, 4-13=-1584/617, 4-14=-1482/331, 5-14=-1809/660, 1-10=-772/132, 5-6=-952/301 BOT CHORD 10-15=-380/1456, 9-15=-1382/1470, 8-9=-918/1873, 7-8=-598/1553 WEBS 3-8=-341/1134, 4-8=-375/213, 4-7=-298/200, 1-9=-71/965, 5-7=-573/1414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 6=287. 8) This truss has been designed for a total seismic drag load of 1380 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 690.0 plf. LOAD CASE(S)Standard Job 416872 Truss E04 Truss Type Scissor Qty 10 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:39 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-DhLCrWsLe74y?hg9viiEyYZxotNp_0LmyadVZ2zt58E Scale = 1:42.9 T1 T2 B1 B2 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 3x6 4x4 3x6 1.5x4 1.5x4 5x8 3x6 4x4 3x6 4x4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-02-10-88.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.17 0.17 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.11 0.09 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 94 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=786/0-5-8 (min. 0-1-8), 6=786/Mechanical Max Horz 10=179(LC 11) Max Uplift10=-86(LC 12), 6=-86(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1332/161, 2-11=-1168/176, 2-12=-1127/146, 3-12=-1030/170, 3-13=-1030/178, 4-13=-1127/154, 4-14=-1168/167, 5-14=-1331/152, 1-10=-772/132, 5-6=-772/113 BOT CHORD 8-9=-170/1161, 7-8=-269/1225, 7-15=-697/780, 6-15=-681/766 WEBS 3-8=-101/858, 4-8=-254/166, 1-9=-144/985, 5-7=-88/965 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 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 capable of withstanding 100 lb uplift at joint(s) 10, 6. 9) This truss has been designed for a total seismic drag load of 750 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 16-2-0 to 18-2-0 for 375.3 plf. LOAD CASE(S)Standard Job 416872 Truss E05 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:41 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-94TyGCtbAkKgE?qX16ki1zfGGg1SSsz2Pt6cexzt58C Scale = 1:42.2 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 1 2 3 4 5 9 8 7 6 33 34 35 36 37 38 39 2x4 4x6 2x4 2x4 3x4 2x4 4x8 3x4 2x4 4x8 4x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-13 6-1-13 12-0-2 5-10-5 18-2-0 6-1-13 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-08.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [3:0-2-0,0-0-0], [4:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.17 0.22 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 163 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=786/0-5-8 (min. 0-1-8), 6=786/0-5-8 (min. 0-1-8) Max Horz 9=-176(LC 10) Max Uplift9=-171(LC 27), 6=-171(LC 28) Max Grav 9=874(LC 19), 6=874(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-311/274, 2-34=-933/161, 3-34=-846/185, 3-35=-846/185, 4-35=-933/161, 4-36=-312/275 BOT CHORD 8-9=-183/840, 8-37=-315/751, 37-38=-315/751, 7-38=-315/751, 7-39=-338/919, 6-39=-192/919 WEBS 3-7=-109/419, 3-8=-109/419, 2-9=-1016/345, 4-6=-1017/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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, with BCDL = 8.0psf. 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=171, 6=171. 10) This truss has been designed for a total seismic drag load of 1100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 16-2-0 to 18-2-0 for 550.1 plf. LOAD CASE(S)Standard Job 416872 Truss E06 Truss Type Common Qty 2 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:42 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-dG1KUYuDx2SXs9PkbqFxZBBR04NhBLaCeXs9ANzt58B Scale = 1:42.2 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR21 2 3 4 5 9 8 7 6 10 11 12 13 14 15 2x4 4x6 2x4 3x4 4x4 3x4 4x4 4x4 4x4 6-1-13 6-1-13 12-0-2 5-10-5 18-2-0 6-1-13 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.17 0.22 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 104 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 Stud/Std G *Except* EV1,EV2: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=786/0-5-8 (min. 0-1-8), 6=786/0-5-8 (min. 0-1-8) Max Horz 9=-176(LC 8) Max Uplift9=-86(LC 12), 6=-86(LC 13) Max Grav 9=874(LC 19), 6=874(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-933/161, 3-11=-846/185, 3-12=-846/185, 4-12=-933/161 BOT CHORD 8-9=-112/840, 8-14=-20/610, 14-15=-20/610, 7-15=-20/610, 6-7=-82/747 WEBS 3-7=-109/419, 3-8=-109/419, 2-9=-877/83, 4-6=-876/83 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, with BCDL = 8.0psf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. LOAD CASE(S)Standard Job 416872 Truss E07 Truss Type COMMON Qty 2 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:43 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-6SbihuvriMaNTJ_w8XmA6OkclUgwwpBLtBbiipzt58A Scale = 1:42.2 T1 T2 B1 W1 W2 W3 EV1 WCL2 EV2 WCR212 3 4 5 6 9 8 7 10 11 12 13 4x4 2x4 3x8 4x4 4x4 3x4 3x6 3x6 8-7-8 8-7-8 17-8-8 9-1-0 -0-5-8 0-5-8 4-5-8 4-5-8 8-7-8 4-2-0 13-0-4 4-4-12 17-8-8 4-8-4 1-7-117-4-111-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.17 0.41 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.28 0.02 (loc) 7-8 7-8 7 l/defl >999 >754 n/a L/d 360 240 n/a PLATES MT20 Weight: 97 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 Stud/Std G *Except* EV1,EV2: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=811/Mechanical, 7=766/0-5-8 (min. 0-1-8) Max Horz 9=-183(LC 10) Max Uplift9=-94(LC 12), 7=-85(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-689/122, 4-11=-597/145, 4-12=-597/146, 5-12=-696/121, 2-9=-260/94 BOT CHORD 8-9=-104/630, 7-8=-90/639 WEBS 4-8=-64/413, 3-9=-712/84, 5-7=-718/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-5-8 to 2-6-8, Interior(1) 2-6-8 to 8-7-8, Exterior(2R) 8-7-8 to 11-7-8, Interior(1) 11-7-8 to 17-6-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. LOAD CASE(S)Standard Job 416872 Truss E08 Truss Type COMMON Qty 2 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:44 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-ae84vEvTTfiE5TY6iFHPfcGm6u3pfF4V5rLGFGzt589 Scale = 1:42.2 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR21 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 2x4 4x6 2x4 3x4 4x4 3x4 4x4 4x4 4x4 6-1-13 6-1-13 12-0-2 5-10-5 18-2-0 6-1-14 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.20 0.24 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 104 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 Stud/Std G *Except* EV1,EV2: 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=787/0-5-8 (min. 0-1-8), 6=786/0-5-8 (min. 0-1-8) Max Horz 9=176(LC 11) Max Uplift9=-86(LC 12), 6=-86(LC 13) Max Grav 9=874(LC 19), 6=874(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-933/161, 3-11=-847/185, 3-12=-847/185, 4-12=-933/161 BOT CHORD 9-14=-113/840, 8-14=-240/840, 8-15=-237/674, 15-16=-237/674, 7-16=-237/674, 6-7=-125/748 WEBS 3-7=-109/419, 3-8=-109/419, 2-9=-877/192, 4-6=-876/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-0, Exterior(2R) 9-1-0 to 12-1-0, Interior(1) 12-1-0 to 18-0-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, with BCDL = 8.0psf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss has been designed for a total seismic drag load of 815 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 407.5 plf. LOAD CASE(S)Standard Job 416872 Truss E09 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:45 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-2riT6aw5Ezr5jc7JGypeBppy_ISMOoQeKV4pnizt588 Scale = 1:42.8 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 1 2 3 4 5 18 17 16 15 14 13 12 11 10 9 8 7 6 33 34 2x4 4x6 2x4 2x4 3x4 2x4 4x8 3x4 2x4 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-13 6-1-13 12-0-2 5-10-5 18-2-0 6-1-14 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 1-4-07-4-111-4-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-0], [3:0-2-0,0-0-0], [4:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.19 0.03 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 164 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-2-0. (lb) - Max Horz 18=176(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 18, 6 except 10=-137(LC 13), 14=-149(LC 12) Max Grav All reactions 250 lb or less at joint(s) 18, 6, 12, 13, 15, 16, 17, 11, 9, 8, 7 except 10=446(LC 1), 14=470(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-329/222, 2-14=-336/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 9-1-0, Corner(3R) 9-1-0 to 12-1-0, Exterior(2N) 12-1-0 to 18-0-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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, with BCDL = 8.0psf. 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 capable of withstanding 100 lb uplift at joint(s) 18, 6 except (jt=lb) 10=137, 14=149. 10) Non Standard bearing condition. Review required. LOAD CASE(S)Standard Job 416872 Truss F01 Truss Type Common Girder Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:47 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:ga?xowWpmWlIlm3nfPQOTJyTU62-_DqDXGyMma5pywHhNNr6GEuIt51sscIxnpZwrazt586 Scale: 1/4"=1' T1 T2 B1 W1 W2 W3 W4 W5 W6 W7W8 W9 W10 EV1 WCL2 EV2 WCR2B2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 4x6 7x8 6x6 6x6 6x6 4x6 4x6 LUS26 LUS26 4-4-7 4-4-7 8-5-6 4-0-15 12-6-4 4-0-15 16-7-3 4-0-15 20-8-2 4-0-15 24-9-1 4-0-15 29-1-8 4-4-7 5-0-9 5-0-9 9-9-11 4-9-1 14-6-12 4-9-1 19-3-13 4-9-1 24-0-14 4-9-1 29-1-8 5-0-9 1-4-06-2-41-4-04.00 12 Plate Offsets (X,Y)-- [11:0-4-0,0-4-8], [12:0-2-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.16 0.41 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.23 0.05 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* EV1,WCL2,EV2,WCR2: 2X6 DF SS 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)15=1803/0-5-8 (min. 0-1-8), 8=2055/0-5-8 (min. 0-1-8) Max Horz 15=-44(LC 9) Max Uplift15=-248(LC 4), 8=-280(LC 5) Max Grav 15=2093(LC 2), 8=2547(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3501/400, 2-3=-4102/472, 3-4=-4113/467, 4-5=-4945/526, 5-6=-5223/551, 6-7=-4279/454, 1-15=-2001/258, 7-8=-2421/287 BOT CHORD 13-14=-413/3478, 12-13=-394/3917, 12-16=-301/3802, 11-16=-301/3802, 11-17=-441/4868, 10-17=-441/4868, 9-10=-450/4292 WEBS 4-11=-492/2570, 5-11=-479/155, 6-10=-295/835, 6-9=-1110/156, 4-12=-168/494, 3-12=-470/231, 3-13=-260/196, 2-13=-190/522, 2-14=-800/134, 1-14=-323/3167, 7-9=-373/3880 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"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, 2x6 - 2 rows staggered 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=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are 3x4 MT20 unless otherwise indicated. 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=248, 8=280. 10) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 16-3-4 from the left end to 18-3-4 to connect truss(es) G06 (1 ply 2x4 DF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)StandardContinued on page 2 Job 416872 Truss F01 Truss Type Common Girder Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:47 2025 Page 2 Hayward Building Systems, Santa Maria, CA 93458 ID:ga?xowWpmWlIlm3nfPQOTJyTU62-_DqDXGyMma5pywHhNNr6GEuIt51sscIxnpZwrazt586 LOAD CASE(S)Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-72, 4-7=-72, 8-15=-16 Concentrated Loads (lb) Vert: 16=-668(B) 17=-668(B) Job 416872 Truss F02 Truss Type COMMON Qty 6 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:48 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-SQObkbz_XuDga4stx5MLpSROqVOmb0m40TJTO1zt585 Scale = 1:49.8 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2B2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 4x6 3x4 5x8 3x4 6x6 3x4 6x6 5x6 3x4 5x6 7-5-2 7-5-2 14-6-12 7-1-10 21-8-6 7-1-10 29-1-8 7-5-2 7-5-2 7-5-2 14-6-12 7-1-10 21-8-6 7-1-10 29-1-8 7-5-2 1-4-06-2-41-4-04.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [2:0-0-0,0-0-0], [5:Edge,0-2-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.47 0.37 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.32 0.06 (loc) 7-8 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 140 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=1269/0-5-8 (min. 0-1-8), 6=1269/0-5-8 (min. 0-1-8) Max Horz 10=-43(LC 13) Max Uplift10=-180(LC 8), 6=-180(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-2270/402, 2-11=-2196/417, 2-12=-1769/361, 3-12=-1675/378, 3-13=-1675/378, 4-13=-1769/361, 4-14=-2196/417, 5-14=-2270/402, 1-10=-1207/274, 5-6=-1207/274 BOT CHORD 8-9=-365/2083, 7-8=-362/2083 WEBS 3-8=-65/618, 4-8=-622/187, 2-8=-622/187, 1-9=-295/1881, 5-7=-296/1881 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-6-12, Exterior(2R) 14-6-12 to 17-6-12, Interior(1) 17-6-12 to 28-11-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=180, 6=180. LOAD CASE(S)Standard Job 416872 Truss F03 Truss Type Common Girder Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:51 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-t?4kNd?sppbFRXbScDv2R43xZiOIoOwXiRX7_Mzt582 Scale = 1:48.5 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7W8 W9 W10 EV1 WCL2 EV2 WCR2B2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8161718192021222324 5x6 4x6 7x8 4x4 5x6 3x4 7x8 7x8 4x4 5x6 3x4 7x8 6x8 4x6 6x8 LUS26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 4-4-7 4-4-7 8-5-6 4-0-15 12-6-4 4-0-15 16-7-3 4-0-15 20-8-2 4-0-15 24-9-1 4-0-15 29-1-8 4-4-7 5-0-9 5-0-9 9-9-11 4-9-1 14-6-12 4-9-1 19-3-13 4-9-1 24-0-14 4-9-1 29-1-8 5-0-9 1-4-06-2-41-4-04.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-0], [10:0-3-0,0-3-8], [11:0-4-0,0-4-8], [13:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.51 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.43 0.09 (loc) 12-13 12-13 8 l/defl >999 >803 n/a L/d 360 240 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* EV1,WCL2,EV2,WCR2: 2X6 DF SS G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=5867/0-5-8 (min. 0-3-2), 8=3589/0-5-7 (min. 0-1-15) Max Horz 15=-44(LC 13) Max Uplift15=-749(LC 4), 8=-467(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9436/1199, 2-3=-9711/1255, 3-4=-8222/1081, 4-5=-7653/1011, 5-6=-7464/977, 6-7=-6129/790, 1-15=-5197/687, 7-8=-3447/470 BOT CHORD 15-16=-144/658, 16-17=-144/658, 14-17=-144/658, 14-18=-1166/9028, 18-19=-1166/9028, 13-19=-1166/9028, 13-20=-1073/8668, 20-21=-1073/8668, 12-21=-1073/8668, 12-22=-761/6660, 22-23=-761/6660, 11-23=-761/6660, 11-24=-868/7177, 10-24=-868/7177, 9-10=-788/6137, 8-9=-61/318 WEBS 4-11=-243/1685, 5-11=-346/424, 5-10=-529/146, 6-10=-151/1200, 6-9=-1502/238, 4-12=-444/3314, 3-12=-1742/311, 3-13=-199/1663, 2-14=-531/118, 1-14=-1044/8486, 7-9=-688/5609 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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, 2x6 - 2 rows staggered 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=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=749, 8=467. 9) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 1-10-4 from the left end to connect truss(es) E04 (1 ply 2x4 DF) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-10-4 from the left end to 17-10-4 to connect truss(es) E04 (1 ply 2x4 DF) to front face of bottom chord. Continued on page 2 Job 416872 Truss F03 Truss Type Common Girder Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:51 2025 Page 2 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-t?4kNd?sppbFRXbScDv2R43xZiOIoOwXiRX7_Mzt582 NOTES- 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-72, 4-7=-72, 8-15=-16 Concentrated Loads (lb) Vert: 16=-770(F) 17=-770(F) 18=-770(F) 19=-770(F) 20=-770(F) 21=-770(F) 22=-770(F) 23=-770(F) 24=-770(F) Job 416872 Truss G01 Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:53 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-pNBUnJ07LQrzgrkrkeyWWV8KqW8fGMipAl0E3Ezt580 Scale = 1:40.5 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 12 11 10 9 8 7 6 33 34 35 36 2x4 4x4 2x4 3x8 4x4 4x4 3x4 3x4 2-7-8 2-7-8 8-0-8 5-5-0 13-5-8 5-5-0 16-1-0 2-7-8 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 1-4-06-8-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.13 0.13 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.04 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 128 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 2-11-0. (lb) - Max Horz 12=160(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 11 except 12=-115(LC 12), 6=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 8, 8, 10, 10 except 12=641(LC 1), 6=641(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-579/150, 3-34=-492/172, 3-35=-492/171, 4-35=-579/150 BOT CHORD 11-12=-124/556, 10-11=-124/556, 9-10=-124/556, 8-9=-113/522, 7-8=-113/522, 6-7=-113/522 WEBS 3-9=-96/284, 2-12=-638/112, 4-6=-638/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-11-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 7, 11 except (jt=lb) 12=115, 6=116. LOAD CASE(S)Standard Job 416872 Truss G02 Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:54 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-Hals?f1l6kzqI?J1ILTl2jhV2wVr?q5zOPmobhzt58? Scale = 1:40.5 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 16 15 14 13 12 11 10 9 8 7 6 33 34 35 36 4x4 3x8 4x4 4x4 3x4 3x4 2-5-8 2-5-8 8-0-8 5-7-0 13-7-8 5-7-0 16-1-0 2-5-8 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 1-4-06-8-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.17 0.07 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 16 15-16 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 128 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-12,10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-2-0 except (jt=length) 16=0-5-8, 6=0-5-8, 7=0-3-8, 7=0-3-8. (lb) - Max Horz 16=160(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 11=-166(LC 12), 16=-252(LC 27), 6=-250(LC 28) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 15, 14, 13, 12, 7, 7 except 11=661(LC 1), 16=460(LC 26), 6=458(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-265/230, 4-35=-262/227 BOT CHORD 15-16=-288/394, 14-15=-288/394, 13-14=-181/297, 8-9=-190/306, 7-8=-299/405, 6-7=-299/405 WEBS 3-11=-298/32, 4-11=-273/163, 2-11=-279/165, 2-16=-503/402, 4-6=-500/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-11-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 166 lb uplift at joint 11, 252 lb uplift at joint 16 and 250 lb uplift at joint 6. 10) This truss has been designed for a total seismic drag load of 815 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 2-5-8 to 13-7-8 for 73.0 plf. LOAD CASE(S)Standard Job 416872 Truss G03 Truss Type SCISSORS Qty 5 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:55 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-lmJFC?2Nt25hv9uEr3__bwEgNKq4kGL6d3VL77zt58_ Scale = 1:39.0 T1 T2 B1 B2 W1 W2 W3 W4 W5 EV1 WCL2 EV2WCR2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x6 4x4 3x6 1.5x4 1.5x4 5x8 3x6 3x4 3x6 3x4 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 1-4-06-8-51-4-02-6-58.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.13 0.14 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.08 0.07 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 84 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 Stud/Std G *Except* EV1,EV2: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=695/0-5-8 (min. 0-1-8), 6=695/0-5-8 (min. 0-1-8) Max Horz 10=163(LC 11) Max Uplift10=-75(LC 12), 6=-75(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1108/161, 2-11=-964/175, 2-12=-962/152, 3-12=-877/173, 3-13=-877/180, 4-13=-962/159, 4-14=-964/165, 5-14=-1108/151, 1-10=-679/120, 5-6=-679/116 BOT CHORD 8-9=-152/974, 7-8=-132/918 WEBS 3-8=-109/721, 1-9=-66/802, 5-7=-90/802 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 10 and 75 lb uplift at joint 6. LOAD CASE(S)Standard Job 416872 Truss G04 Truss Type Scissor Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:56 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-DytdQK3?eLDXXJ TQPmVD88mr7jA5TjDGsjFufZzt57z Scale = 1:39.0 T1 T2 B1 B2 W1 W2 W3 W4 W5 EV1 WCL2 EV2WCR2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 3x6 4x4 3x6 1.5x4 1.5x4 3x6 3x4 5x8 3x6 3x4 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-10-0 3-11-0 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-10-0 3-11-0 1-4-06-8-51-6-02-6-58.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.13 0.15 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.07 0.06 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 83 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 Stud/Std G *Except* EV1,EV2: 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=684/0-5-8 (min. 0-1-8), 6=684/0-2-8 (min. 0-1-8) Max Horz 10=164(LC 9) Max Uplift10=-109(LC 27), 6=-73(LC 13) Max Grav 10=706(LC 26), 6=684(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1185/247, 2-11=-946/179, 2-12=-1038/236, 3-12=-876/177, 3-13=-850/183, 4-13=-934/162, 4-14=-903/162, 5-14=-1039/149, 1-10=-671/123, 5-6=-667/116 BOT CHORD 8-9=-192/972, 7-8=-409/1155, 7-15=-773/826, 6-15=-762/778 WEBS 3-8=-111/728, 1-9=-229/914, 5-7=-94/761 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-8-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 10 and 73 lb uplift at joint 6. 9) This truss has been designed for a total seismic drag load of 815 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 13-10-0 to 15-10-0 for 407.5 plf. LOAD CASE(S)Standard Job 416872 Truss G05 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:58 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-9L?Nr04FAzTFmcdoXBXhDZsAaXpqxdvZJ1k?jSzt57x Scale = 1:38.4 T1 T2 B1 W1 W2 W3 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 1 2 3 4 5 8 7 6 31 32 33 34 2x4 4x4 4x4 3x8 4x4 3x6 3x6 8-0-8 8-0-8 15-10-0 7-9-8 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-10-0 3-11-0 1-4-06-8-51-6-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.13 0.33 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.17 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 126 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=684/0-5-8 (min. 0-1-8), 6=684/0-2-8 (min. 0-1-8) Max Horz 8=162(LC 11) Max Uplift8=-75(LC 12), 6=-73(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-616/125, 3-32=-529/147, 3-33=-529/145, 4-33=-615/123 BOT CHORD 7-8=-113/587, 6-7=-95/528 WEBS 3-7=-66/362, 2-8=-642/113, 4-6=-660/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-8-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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) 6. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 8 and 73 lb uplift at joint 6. LOAD CASE(S)Standard Job 416872 Truss G06 Truss Type Common Qty 7 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:34:59 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-eXYl2M5txGb6OmC?4u3wlmOLKx83g_diYhTYFuzt57w Scale = 1:38.4 T1 T2 B1 W1 W2 W3 EV1 WCL2 EV2 WCR21 2 3 4 5 8 7 6 9 10 11 12 13 2x4 4x4 1.5x4 4x4 3x8 4x4 6x6 6x6 8-0-8 8-0-8 15-10-0 7-9-8 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-10-0 3-11-0 1-4-06-8-51-6-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.13 0.33 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.17 0.03 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 86 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 Stud/Std G *Except* EV1,EV2: 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=684/Mechanical, 6=684/Mechanical Max Horz 8=162(LC 11) Max Uplift8=-592(LC 27), 6=-571(LC 28) Max Grav 8=1188(LC 26), 6=1167(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-573/520, 2-10=-955/419, 3-10=-613/147, 3-11=-570/145, 4-11=-926/391, 4-12=-535/506 BOT CHORD 7-8=-570/1036, 7-13=-906/1351, 6-13=-794/1351 WEBS 2-7=-273/177, 3-7=-66/362, 4-7=-277/208, 2-8=-1447/935, 4-6=-1410/876 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-8-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 8 and 571 lb uplift at joint 6. 8) This truss has been designed for a total seismic drag load of 2000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 13-10-0 to 15-10-0 for 1000.0 plf. LOAD CASE(S)Standard Job 416872 Truss G07 Truss Type COMMON Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:00 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-6j68Gi6Wiakz0wnBeca9I_xW4LUBPXGrnLD6oKzt57v Scale = 1:38.4 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR21 2 3 4 5 8 7 6 9 10 11 12 2x4 4x4 2x4 3x8 4x4 4x4 3x6 3x6 8-0-8 8-0-8 16-1-0 8-0-8 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 1-4-06-8-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.13 0.33 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.17 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 87 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 Stud/Std G *Except* EV1,EV2: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=695/0-5-8 (min. 0-1-8), 6=695/0-5-8 (min. 0-1-8) Max Horz 8=160(LC 11) Max Uplift8=-76(LC 12), 6=-76(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-633/124, 3-10=-546/145, 3-11=-546/145, 4-11=-633/124 BOT CHORD 7-8=-104/598, 6-7=-92/564 WEBS 3-7=-67/378, 2-8=-658/111, 4-6=-658/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 8 and 76 lb uplift at joint 6. LOAD CASE(S)Standard Job 416872 Truss G08 Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:01 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-awgWT278Tusqd4MNCJ5OrBUhckvA80Y?0?yfKnzt57u Scale = 1:40.5 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 18 17 16 15 14 13 12 11 10 9 8 7 6 33 34 35 36 4x4 3x8 4x4 4x4 3x4 3x4 8-0-8 8-0-8 16-1-0 8-0-8 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 16-1-0 4-2-0 1-4-06-8-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.14 0.03 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 17 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 128 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-1-0. (lb) - Max Horz 18=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18, 6 except 12=-166(LC 12) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10, 11, 17, 16, 15, 14, 13 except 12=661(LC 1), 18=274(LC 25), 6=274(LC 26), 6=265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-299/32, 4-12=-273/163, 2-12=-278/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-8, Exterior(2R) 8-0-8 to 11-0-8, Interior(1) 11-0-8 to 15-11-4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 18, 6 except (jt=lb) 12=166. LOAD CASE(S)Standard Job 416872 Truss H01 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:03 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-WIoGuk8O?V6YtNVmJk7swcZ1qYaPcy2ITJRmOfzt57s Scale = 1:35.9 T1 T2 B1 B2 B3 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4ST5 ST6 ST7 ST8 ST9 ST10 ST111 2 3 4 5 12 11 10 9 8 7 6 28 29 4x4 3x12 MT20HS 3x8 5x8 5x8 4x4 3x6 3x4 4-10-12 4-10-12 9-4-0 4-5-4 14-4-8 5-0-8 3-8-14 3-8-14 7-2-4 3-5-6 9-4-0 2-1-12 14-4-8 5-0-8 1-4-06-1-81-4-01-5-128.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-6-0,Edge], [7:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.16 0.11 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT20HS Weight: 111 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-4-8. (lb) - Max Horz 12=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 6, 12, 8 except 10=-125(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 9, 11 except 10=462(LC 19), 7=292(LC 20), 6=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-259/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 7-2-4, Corner(3R) 7-2-4 to 10-2-4, Exterior(2N) 10-2-4 to 14-2-12 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) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 7, 6, 12, 8 except (jt=lb) 10=125. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 9, 11, 8. LOAD CASE(S)Standard Job 416872 Truss H02 Truss Type ROOF SPECIAL Qty 5 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:04 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-_VMe5490mpEPVX4ytSe5Sq6CVyvuLKSRiyBJx5zt57r Scale = 1:35.4 T1 T2 B1 B2 B3 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 1 2 3 4 5 9 8 7 6 10 11 1.5x4 4x4 3x8 5x8 5x8 2x4 4x4 3x6 3x4 4-10-12 4-10-12 9-4-0 4-5-4 14-4-8 5-0-8 3-8-14 3-8-14 7-2-4 3-5-6 9-4-0 2-1-12 14-4-8 5-0-8 1-4-06-1-81-4-01-5-128.00 12 4.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.17 0.16 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.04 (loc) 6-7 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 81 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 Stud/Std G *Except* EV1,EV2: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=620/0-5-8 (min. 0-1-8), 9=620/0-5-8 (min. 0-1-8) Max Horz 9=-149(LC 10) Max Uplift6=-67(LC 13), 9=-67(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-900/209, 3-10=-822/229, 3-4=-535/156, 4-11=-507/131, 5-11=-678/116, 5-6=-579/122 BOT CHORD 8-9=-166/809, 7-8=-82/519 WEBS 3-8=-172/626, 2-9=-912/127, 5-7=-38/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-4, Exterior(2R) 7-2-4 to 10-2-4, Interior(1) 10-2-4 to 14-2-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. LOAD CASE(S)Standard Job 416872 Truss H03 Truss Type Common Girder Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:05 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-Shw1JPAeW6MG6hf9R99K?1eLZMFC4qDawcwtTYzt57q Scale = 1:37.2 T1 T2 B1 W1W2 EV1 WCL2 EV2 WCR2 1 2 3 9 7 5 4 8 10 11 62x4 2x4 4x6 4x4 4x4 4x4 4x4 LUS26 LUS26 2-2-8 2-2-8 4-10-11 2-8-3 7-7-8 2-8-13 9-5-13 1-10-5 14-4-8 4-10-11 7-2-4 7-2-4 14-4-8 7-2-4 1-4-06-1-81-4-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.27 0.15 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* EV1,EV2: 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.All bearings 7-0-8 except (jt=length) 9=2-6-0, 8=0-3-8, 6=0-3-8. (lb) - Max Horz 9=-144(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 9=-122(LC 8), 8=-140(LC 30), 6=-245(LC 30) Max Grav All reactions 250 lb or less at joint(s) except 9=795(LC 2), 4=354(LC 1), 5=645(LC 2), 8=698(LC 2), 6=1011(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1163/212, 2-3=-273/95, 1-9=-952/137, 3-4=-304/93 BOT CHORD 8-9=-197/307, 8-10=-197/307, 7-10=-197/307, 7-11=-60/444, 6-11=-60/444, 5-6=-60/444 WEBS 2-5=-920/103, 2-7=-401/1163, 1-7=-270/794 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 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=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 9=122, 8=140, 6=245. 9) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-1-4 from the left end to 6-1-4 to connect truss(es) G06 (1 ply 2x4 DF) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)Standard Continued on page 2 Job 416872 Truss H03 Truss Type Common Girder Qty 1 Ply 2 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:05 2025 Page 2 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-Shw1JPAeW6MG6hf9R99K?1eLZMFC4qDawcwtTYzt57q LOAD CASE(S)Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-72, 4-9=-16 Concentrated Loads (lb) Vert: 10=-668(F) 11=-668(F) Job 416872 Truss J01 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:07 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-P41nk5Bv2kc_M?pXYaCo4SjeH9vVYlHtOwP_YQzt57o Scale = 1:35.9 T1 T2 B1 B2 W1 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 6 5 4 19 20 6x6 5x6 6x6 2x4 2x4 5x8 7-2-4 7-2-4 14-4-8 7-2-4 7-2-4 7-2-4 14-4-8 7-2-4 1-4-126-2-41-4-122-2-158.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.45 0.23 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 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 Stud/Std G *Except* EV1,EV2: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=334/14-4-8 (min. 0-1-8), 4=334/14-4-8 (min. 0-1-8), 5=572/14-4-8 (min. 0-1-8) Max Horz 6=-152(LC 10) Max Uplift6=-62(LC 12), 4=-74(LC 13), 5=-9(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-277/83, 3-20=-277/82, 1-6=-334/135, 3-4=-334/136 BOT CHORD 5-6=-183/315 WEBS 2-5=-362/83 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-4, Exterior(2R) 7-2-4 to 10-2-4, Interior(1) 10-2-4 to 14-2-12 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. LOAD CASE(S)Standard Job 416872 Truss J02 Truss Type SCISSORS Qty 6 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:08 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-tGb9xRCXp1kqz9Oj6Hj1dgGvOZE2H8W1da9X4tzt57n Scale = 1:35.7 T1 T2 B1 B2 W1 W2W3 EV1 WCL2 EV2 WCR21 2 3 4 5 8 7 6 9 10 2x4 4x4 2x4 5x8 4x6 4x6 4x4 4x4 7-2-4 7-2-4 14-4-8 7-2-4 3-8-14 3-8-14 7-2-4 3-5-6 10-7-10 3-5-6 14-4-8 3-8-14 1-4-126-2-41-4-122-2-158.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.11 0.27 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.18 0.06 (loc) 6-7 6-7 6 l/defl >999 >926 n/a L/d 360 240 n/a PLATES MT20 Weight: 75 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 Stud/Std G *Except* EV1,EV2: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=620/0-5-8 (min. 0-1-8), 6=620/0-5-8 (min. 0-1-8) Max Horz 8=152(LC 11) Max Uplift8=-67(LC 12), 6=-67(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-827/153, 3-9=-752/172, 3-10=-752/177, 4-10=-827/158 BOT CHORD 7-8=-182/785, 6-7=-162/728 WEBS 3-7=-105/594, 2-8=-861/152, 4-6=-861/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-4, Exterior(2R) 7-2-4 to 10-2-4, Interior(1) 10-2-4 to 14-2-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. LOAD CASE(S)Standard Job 416872 Truss K01 Truss Type GABLE Qty 1 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:09 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-LS9X8nD9aLshbIzwg?EG9tp_SzdF0gGArEu4cJzt57m Scale: 3/8"=1' T1 EV2 B1 W1 W2 EV1 WCL2ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 1 2 3 10 9 8 7 6 5 4 3x4 4x4 3x4 3x4 4x4 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 2-0-05-4-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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-S 0.47 0.08 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 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 Stud/Std G *Except* EV1: 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 10=187(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 4, 10, 8, 7, 5 Max Grav All reactions 250 lb or less at joint(s) 4, 10, 9, 6, 5 except 8=438(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 9-10=-408/286, 8-9=-408/286 WEBS 2-8=-357/273 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 9-10-4 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 2) 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. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 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 capable of withstanding 100 lb uplift at joint(s) 4, 10, 8, 7, 5. LOAD CASE(S)Standard Job 416872 Truss K02 Truss Type MONOPITCH Qty 6 Ply 1 Enclave Lot 24 Job Reference (optional) 8.620 s Mar 9 2023 MiTek Industries, Inc. Tue Jan 21 13:35:10 2025 Page 1 Hayward Building Systems, Santa Maria, CA 93458 ID:GeXEa7p37vYqsu64Q1cEBtyTUP2-pfjwM7EnLf_YDSY6EilWi5LBNNpJl6hK4uee8lzt57l Scale = 1:31.4 T1 EV2 B1 W1 EV1 WCL2 W3 1 2 3 6 5 4 7 8 9 10 4x4 7x8 3x4 1.5x4 5x8 3x4 3x4 3x6 4-0-0 4-0-0 9-10-0 5-10-0 4-0-0 4-0-0 9-10-0 5-10-0 2-0-05-3-54.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 8.0 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 0.33 0.73 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.44 -0.00 (loc) 5-6 5-6 4 l/defl >703 >258 n/a L/d 360 240 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X6 DF SS G *Except* W1,WCL2: 2X4 DF Stud/Std G, EV1: 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 9-4-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=489/Mechanical, 6=444/0-5-8 (min. 0-1-8) Max Horz 6=184(LC 9) Max Uplift4=-18(LC 12), 6=-34(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-255/93 BOT CHORD 5-6=-375/321 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.8psf; h=25ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-7-4 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 2) 100.0lb AC unit load placed on the bottom chord, 7-0-0 from left end, supported at two points, 4-0-0 apart. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. LOAD CASE(S)Standard STANDARD DETAILS Hayward Building Systems 800 W. Betteravia Rd.. 4600 Ashe Rd #315 Santa Maria, CA 93458 Bakersfield, CA 93313 (805) 928-7441 (661) 832-1962 (805) 928-9289 fax (661) 832-3436 fax Hayward Building Systems 800 W. Betteravia Rd. Santa Maria, Ca. 93455 805-928-7441 Important! Read this before erecting trusses! General Notes 1. Hayward Building Systems will design and provide trusses, hardware and other materials only as specifically indicated on the attached drawings and/or placement plan. Hayward Building Systems is not responsible to design, provide, or install any other materials that may be required for this project. Other material including hardware, bracing, etc., are “by others” unless noted otherwise. 2. Truss components provided by Hayward Building Systems are designed at the request and specification of the customer as individual building components to be set in a vertical plane and incorporated into the building design at the specification of the building designer. 3. The building contractor or his designated representative shall verify all dimensions, bearing and/or beam sizes, supports and locations as shown on the placement plan and individual truss drawings and shall inform Hayward Building Systems immediately of any discrepancies or changes required. The building contractor or his designated representative shall ensure that the project architect and engineer of record receive copies of the placement plan and truss drawings and are made aware of any discrepancies encountered. 4. The notation “by others” shall refer to the design, purchase, fabrication, and proper installation of materials by someone other than Hayward Building Systems, with no implied or assumed responsibility by Hayward Building Systems. 5. Hangers, hardware, connections and other items not shown on the placement plan or truss drawings shall be specified by the project engineer or building designer. 6. The building designer is responsible to verify that the truss design and loading indicated on the truss drawings are appropriate for the specific application where the trusses will be used. Overall building design, building usage, building materials, truss spacing and site location must all be considered in determining the appropriateness of the truss design for the particular end use. 7. The building designer and contractor shall verify adequate bearing support is provided for trusses where indicated on the placement plan and/or on the individual truss drawings. 8. Do not load trusses with more than the design loads. Drawings 1. Refer to the attached truss drawings for the individual truss bearing locations and sizes, member bracing requirement, maximum purlin spacing and other specific individual truss requirements. 2. See attached WTCA poster for general information regarding truss designs, drawings, and recommendations for erecting, handling and bracing trusses. 3. Where over framing is required see attached sheet for recommendations. Typically the top chord of the trusses supporting over framing must be sheathed completely prior to installation of over framing. Over framing is “by others”. Modifications 1. Some or all truss overhangs may have to be field trimmed “by others” to accommodate specific requirements. 2. Any product supplied by Hayward Building Systems shall not be cut or altered in any way without specific instruction from an authorized representative of Hayward Building Systems, unless otherwise noted. 3. Hayward Building Systems will not accept any back charges or other claims for any reason unless an authorized representative of Hayward Building Systems first approves the charges or claims in writing. 4. See individual truss drawings for required bearing improvements, required reinforcing for mechanical units, etc. “by others” unless otherwise noted. Bracing and Handling 1. Bracing shown on individual truss drawings is for lateral support of individual members only. Temporary bracing to insure stability during construction is the responsibility of the erector. Permeant bracing of the overall structure is the responsibility of the building designer. For general guidance regarding storage, handling, erection, and bracing of trusses consult HIB-91, Handling installation and Bracing Recommendation and DSB- 89 Bracing Specification available from the Truss Plate Institute, 583 D Onofrio Dr, Madison, WI 53719. 2. All bracing is “by others” unless otherwise noted. 3. Typically top chords must be completely sheathed and purlins provide at no greater than the specified spacing on the truss drawing. Brace purlins to prevent movement. 4. Truss bottom chords typically require lateral bracing at 10ft. spacing unless otherwise noted. A rigid ceiling properly inst alled eliminates the need for lateral bracing. 09 October 2023 RE: Hayward Truss To Whom it may Concern: This letter is to inform you that PFS TECO (third party agency) is retained by Hayward Truss of Santa Maria, California for the purpose of auditing a Quality Control Program and to perform quarterly audits on production of their manufactured trusses. An initial certification inspection has been conducted and periodic unannounced inspections are now conducted on a quarterly basis. The trusses are checked for compliance with the 2022 California Building Code. Hayward Truss participates in a recognized quality assurance program that complies with quality control procedures in TPI 1 and that involves third party audits. Based on these inspections, it is our opinion that Hayward Truss has the ability to fabricate light metal plate connected wood truss in accordance with the referenced standards and with good fabrication quality. If you have any questions or if I can be of further assistance, please feel free to contact me at any time. Sincerely, Dan Hovanec Certification Director 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 SEPTEMBER 1, 2021 August 1,2022 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) February 29,2024 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 SEPTEMBER 1, 2021 August 1,2022 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 SCAB-BRACE DETAIL Scab-Brace must be same species grade (or better) as web member. MII-SCAB-BRACE SEPTEMBER 1, 2021 August 1,2022 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 T-BRACE / I-BRACE DETAIL SEPTEMBER 1, 2021 August 1,2022 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 SEPTEMBER 1, 2021 August 1,2022 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 TRUSSED VALLEY SET DETAIL SEPTEMBER 1, 2021 August 1,2022 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 MII - 8 -20-16PSF 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 MII - 9 -8SB 16-20 SEPTEMBER 1, 2021 August 1,2022 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 August 1,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths