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1685 ATLANTIC BEACH DR RES25-0023 Truss Eng Roof - StrongJOB NAME: SUBDIV: STRONG RF WIND:155mph,H=35',Cat.II,Exp.B,Enclosed 20.0,10.0,0.0,10.0 TCLL-TCDL-BCLL-BCDL LOADING: DELIVERY ADDRESS: 1685 ATLANTIC BEACH JACKSONVILLE, FL This package includes individual, dated Truss Drawings designed using Mitek software. With my seal affixed to this sheet, I herby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 63 Note:The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The Suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1. Truss Design Engineer's Name License #:John Presley 55886 5631 S. NC 62 Burlington NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 JOB #:72435534PER BLUEWAVE BUILDERS INC BUILDING CODE: FBC2023/FRC2023 No. Truss ID# Date A1 1 11/12/24 A2 2 11/12/24 A3 3 11/12/24 A4 4 11/12/24 A5 5 11/12/24 B1 6 11/12/24 B2 7 11/12/24 B3 8 11/12/24 B4 9 11/12/24 B5 10 11/12/24 B6 11 11/12/24 B7 12 11/12/24 C1 13 11/12/24 C10 14 11/12/24 C11 15 11/12/24 C12 16 11/12/24 C2 17 11/12/24 C3 18 11/12/24 C4 19 11/12/24 C5 20 11/12/24 C6 21 11/12/24 C7 22 11/12/24 C8 23 11/12/24 C9 24 11/12/24 D1 25 11/12/24 D2 26 11/12/24 D3 27 11/12/24 E1 28 11/12/24 E2 29 11/12/24 E3 30 11/12/24 E4 31 11/12/24 E5 32 11/12/24 G1 33 11/12/24 G2 34 11/12/24 G3 35 11/12/24 G4 36 11/12/24 No. Truss ID# Date G5 37 11/12/24 G6 38 11/12/24 G7 39 11/12/24 G8 40 11/12/24 J1 41 11/12/24 J10 42 11/12/24 J11 43 11/12/24 J12 44 11/12/24 J13 45 11/12/24 J14 46 11/12/24 J2 47 11/12/24 J4 48 11/12/24 J5 49 11/12/24 J6 50 11/12/24 J7 51 11/12/24 J8 52 11/12/24 J9 53 11/12/24 P2 54 11/12/24 V1 55 11/12/24 V2 56 11/12/24 V3 57 11/12/24 V4 58 11/12/24 V5 59 11/12/24 V6 60 11/12/24 V7 61 11/12/24 V8 62 11/12/24 V9 63 11/12/24 512 =3x6 =5x6 =5x4 =3x4 =5x10 =5x6 =3x4 =5x10 =3x6 =3x4 =5x4 =5x6 =3x6 9 29 30 1431 32 33 13 12 34 11 35 36 3710 38 39 1 8 72728221 22 3 23 24 4 25 26 5 6 T1 T3T2 T4 B2B1 W2W1 W2 W3 W1W2W2W3 1-6-0 30-2-0 3-10-0 3-10-0 4-4-0 14-4-0 4-4-0 18-8-0 3-10-0 28-8-0 6-2-0 24-10-0 6-2-0 10-0-0 3-5-8 16-0-12 5-2-8 21-3-4 5-2-8 12-7-4 7-4-12 28-8-0 7-4-12 7-4-122-6-70-6-32-1-6Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.05 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 10-20 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except 2-0-0 oc purlins (4-1-9 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=450/0-5-8, (min. 0-1-8), 8=777/0-5-8, (min. 0-1-8), 13=1932/0-5-8, (min. 0-2-4) Max Horiz 1=-69 (LC 13) Max Uplift 1=-199 (LC 8), 8=-362 (LC 5), 13=-922 (LC 4) Max Grav 1=451 (LC 21), 8=778 (LC 22), 13=1932 (LC 1) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-692/402, 2-21=-360/75, 21-22=-360/75, 3-22=-360/75, 3-23=-656/1404, 23-24=-656/1404, 4-24=-656/1404, 6-27=-1265/512, 27-28=-1265/512, 7-28=-1265/512, 7-8=-1232/657 BOT CHORD 1-29=-323/625, 29-30=-323/625, 14-30=-323/625, 12-13=-459/245, 12-34=-459/245, 11-34=-459/245, 11-35=-531/1080, 35-36=-531/1080, 36-37=-531/1080, 10-37=-531/1080, 10-38=-549/1118, 38-39=-549/1118, 8-39=-549/1118 WEBS 3-14=-84/715, 2-14=-340/368, 3-13=-1450/792, 4-13=-1341/712, 7-10=0/346, 6-10=0/408, 6-11=-1043/597, 4-11=-379/949 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 1, 362 lb uplift at joint 8 and 922 lb uplift at joint 13. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 181 lb up at 3-10-0, 48 lb down and 78 lb up at 5-10-12, 48 lb down and 78 lb up at 7-10-12, 48 lb down and 78 lb up at 9-10-12, 48 lb down and 78 lb up at 11-10-12, 48 lb down and 78 lb up at 13-10-12, 48 lb down and 78 lb up at 14-9-4, 48 lb down and 78 lb up at 16-9-4, 48 lb down and 78 lb up at 18-9-4, 48 lb down and 78 lb up at 20-9-4, and 48 lb down and 78 lb up at 22-9-4, and 124 lb down and 181 lb up at 24-10-0 on top chord, and 64 lb down at 3-10-0, 28 lb down at 5-10-12, 28 lb down at 7-10-12, 28 lb down at 9-10-12, 28 lb down at 11-10-12, 28 lb down at 13-10-12, 28 lb down at 14-9-4, 28 lb down at 16-9-4, 28 lb down at 18-9-4, 28 lb down at 20-9-4, and 28 lb down at 22-9-4, and 64 lb down at 24-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-7=-60, 7-9=-60, 15-18=-20 Concentrated Loads (lb) Vert: 2=-77 (B), 7=-77 (B), 12=-20 (B), 3=-33 (B), 6=-33 (B), 21=-33 (B), 22=-33 (B), 23=-33 (B), 24=-33 (B), 25=-33 (B), 26=-33 (B), 27=-33 (B), 28=-33 (B), 29=-46 (B), 30=-20 (B), 31=-20 (B), 32=-20 (B), 33=-20 (B), 34=-20 (B), 35=-20 (B), 36=-20 (B), 37=-20 (B), 38=-20 (B), 39=-46 (B) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1A1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:10 Page: 1 ID:_5_YHe7igDNsoyC7s9HNRuybk1f-muHFZeGI7bkLH29qHXLqjA?MGsYUzeHfPjeYzwyJsFq This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =5x6 =3x4 =3x4 =3x4 =3x6 =3x4 =3x4 =3x6 =3x4 =3x4 =5x6 =3x6 9 14 13 12 11 10 1 8 2 3 21 4 5 22 6 7 T1 T2 T3 T4 B1 B2 W3 W2 W2 W1W1W3W2W2 HW1 HW2 1-6-0 30-2-0 3-5-11 22-10-0 3-5-11 9-3-11 5-0-5 14-4-0 5-0-5 19-4-5 5-10-0 5-10-0 5-10-0 28-8-0 0-1-7 12-7-4 3-6-15 16-2-3 5-11-12 28-8-0 5-11-12 5-11-12 6-6-1 22-8-4 6-6-1 12-5-133-4-70-6-32-11-6Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 14-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 10-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=371/0-5-8, (min. 0-1-8), 8=642/0-5-8, (min. 0-1-8), 13=1370/0-5-8, (min. 0-1-10) Max Horiz 1=-90 (LC 15) Max Uplift 1=-172 (LC 10), 8=-267 (LC 11), 13=-554 (LC 6) Max Grav 1=376 (LC 23), 8=642 (LC 1), 13=1370 (LC 1) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/229, 2-3=-369/256, 3-21=-176/613, 4-21=-176/613, 6-7=-726/361, 7-8=-856/344 BOT CHORD 1-14=-186/375, 10-11=-242/620, 8-10=-200/723 WEBS 4-11=-139/524, 6-11=-525/256, 4-13=-920/442, 3-13=-809/379, 3-14=-103/434 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone2 3-0-0 to 10-0-15, Zone1 10-0-15 to 18-7-1, Zone2 18-7-1 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 1, 267 lb uplift at joint 8 and 554 lb uplift at joint 13. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1A2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:10 Page: 1 ID:9D9ibPGc4bmIcfYE0y_yOCybk1U-E4rem_GwuvsBvCk1qFs3FOYeZGugi6apdNN5VNyJsFp This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =5x8 =2x3 =3x8 =2x3 =3x4 =3x4 =3x6 =2x3 =5x8 =3x6 7 12 11 10 9 8 1 6 24 19 2320 52222134 T1 T2 T3 B1 B2 W1 W2 W1 W4 W1W1W3 HW1 HW2 1-6-0 30-2-0 1-8-12 14-4-0 4-9-4 12-7-4 6-6-0 20-10-0 7-10-0 7-10-0 7-10-0 28-8-0 1-8-12 14-4-0 4-7-8 12-7-4 6-4-4 20-8-4 7-11-12 28-8-0 7-11-12 7-11-124-2-70-6-33-9-6Plate Offsets (X, Y):[1:Edge,0-0-7], [2:0-3-0,0-2-8], [5:0-3-0,0-2-8], [6:Edge,0-0-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.15 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.22 12-15 >695 180 BCLL 0.0*Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=503/0-5-8, (min. 0-1-8), 6=736/0-5-8, (min. 0-1-8), 11=1145/0-5-8, (min. 0-1-8) Max Horiz 1=-110 (LC 15) Max Uplift 1=-239 (LC 10), 6=-326 (LC 11), 11=-439 (LC 6) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-642/300, 19-20=-564/302, 2-20=-554/318, 4-22=-338/298, 5-22=-338/298, 5-23=-873/407, 23-24=-887/391, 6-24=-965/381 BOT CHORD 1-12=-320/511, 11-12=-235/519, 10-11=-129/338, 9-10=-221/813, 8-9=-221/813, 6-8=-223/806 WEBS 2-12=0/311, 2-11=-655/215, 4-10=-24/388, 5-10=-591/158, 5-8=0/320, 4-11=-735/301 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 3-7-1, Zone2 3-7-1 to 12-0-15, Zone1 12-0-15 to 16-7-1, Zone2 16-7-1 to 25-0-15, Zone1 25-0-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 1, 439 lb uplift at joint 11 and 326 lb uplift at joint 6. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1A3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:11 Page: 1 ID:5touauVWbR9bOaVudSpQfDybk1B-iHP0_KHYfD_2WMJDOyNIob4jYgB8RUQys17f1pyJsFo This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =2x3 =3x4 =5x6 =3x4 =3x6 =3x4 =3x4 =5x6 =3x4 =2x3 =3x6 8 13 12 11 10 9 1 7 23 20 222162 534 T1 T2 T3 B1 B2 W4W3W2 W1 W1 W2W3W4 1-6-0 30-2-0 3-10-9 9-10-0 3-10-9 22-8-9 4-6-0 14-4-0 4-6-0 18-10-0 5-11-7 5-11-7 5-11-7 28-8-0 3-5-8 16-0-12 5-7-14 21-8-10 5-7-14 12-7-4 6-11-6 28-8-0 6-11-6 6-11-65-0-70-6-34-7-6Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.11 13-16 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 140 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=357/0-5-8, (min. 0-1-8), 7=621/0-5-8, (min. 0-1-8), 12=1405/0-5-8, (min. 0-1-11) Max Horiz 1=-130 (LC 15) Max Uplift 1=-176 (LC 10), 7=-294 (LC 11), 12=-471 (LC 6) Max Grav 1=392 (LC 23), 7=639 (LC 24), 12=1405 (LC 1) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-504/227, 20-21=-440/237, 2-21=-373/238, 2-3=-380/259, 3-4=-53/431, 5-6=-720/384, 6-22=-714/363, 22-23=-780/361, 7-23=-845/343 BOT CHORD 1-13=-226/411, 9-10=-24/341, 7-9=-223/720 WEBS 4-12=-830/375, 3-12=-655/290, 3-13=-258/537, 2-13=-316/286, 6-9=-293/275, 5-9=-236/494, 5-10=-445/198, 4-10=-136/491 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 5-7-1, Zone2 5-7-1 to 23-0-15, Zone1 23-0-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 1, 294 lb uplift at joint 7 and 471 lb uplift at joint 12. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1A4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:11 Page: 1 ID:w1A9ryZHBHvl6Vy2ziwqvUybk15-iHP0_KHYfD_2WMJDOyNIob4qFgEgRYrys17f1pyJsFo This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =2x3 =3x4 =5x8 =3x4 =3x6 =5x8 =5x6 =3x4 =2x3 =3x6 7 12 11 10 9 8 1 6 22 19 2 52120 43 T1 T2 T3 B1 B2 W1 W2 W1 W3 W3 W2 W4 HW1 HW2 1-6-0 30-2-0 5-0-0 16-10-0 4-8-8 21-6-8 4-8-9 11-10-0 7-1-7 7-1-7 7-1-8 28-8-0 3-5-8 16-0-12 5-5-12 21-6-8 5-5-13 12-7-4 7-1-7 7-1-7 7-1-8 28-8-05-10-70-6-35-5-6Plate Offsets (X, Y):[1:Edge,0-0-7], [3:0-5-4,Edge], [6:Edge,0-0-11] Loading (psf)Spacing 3-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.13 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.20 12-15 >767 180 BCLL 0.0*Rep Stress Incr NO WB 0.76 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 143 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD 2-0-0 oc purlins (3-10-9 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=629/0-5-8, (min. 0-1-8), 6=1003/0-5-8, (min. 0-1-8), 11=1944/0-5-8, (min. 0-2-5) Max Horiz 1=-226 (LC 15) Max Uplift 1=-309 (LC 10), 6=-493 (LC 11), 11=-528 (LC 6) Max Grav 1=671 (LC 23), 6=1019 (LC 24), 11=1944 (LC 1) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-876/387, 2-19=-766/411, 3-20=0/330, 3-4=-305/353, 4-21=-435/340, 5-21=-451/313, 5-22=-1226/619, 6-22=-1343/583 BOT CHORD 1-12=-409/707, 11-12=-395/707, 10-11=-446/338, 9-10=-446/338, 8-9=-380/1132, 6-8=-380/1132 WEBS 2-12=0/428, 2-11=-992/583, 5-8=0/418, 3-11=-1344/533, 4-9=-273/166, 5-9=-937/552, 3-9=-380/1091 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 7-7-1, Zone2 7-7-1 to 21-0-15, Zone1 21-0-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 1, 528 lb uplift at joint 11 and 493 lb uplift at joint 6. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1A5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:12 Page: 1 ID:2XS4ZOjR7HYvAUSXExftwDybk0u-ATzOBgIBQW6v8WuPyguXLpdt04VqAv?65hsCaFyJsFn This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =7x8 =3x6 =3x4 =3x6 =5x12 =5x4 =7x8 =3x6 =7x8 =2x3 =5x8 =5x8 =5x5 =5x5 =5x5 =3x4 =7x8 =7x8 =M18AHS 7x10 =5x8 =5x8 =5x6 =5x8 =5x6 =2x3 =5x5 LUS26LUS26LUS26LUS26 HGUS28-3 1 24 33 34 3523 36 22 3738 21 20 2 3 4 155 1918 17 16 1462526 7 13811 12 9 10 T3 T1 T2 T4 T5 T6 B1 B2 B4 B5 B6 B3 W5 W7 W11 W10 W9 W2W1 W3 W4 W8W6 W13W14 W15 W12 HW1 6-3-06-10-41-1-4 28-0-0 1-6-0 44-10-0 1-6-0 -1-6-0 2-0-0 34-4-8 2-0-5 22-4-9 2-10-9 37-3-1 4-4-8 32-4-8 4-6-3 26-10-12 6-0-15 43-4-0 6-3-9 6-3-9 6-9-11 20-4-4 7-3-0 13-6-9 1-1-4 28-1-12 2-4-3 13-11-12 5-1-0 5-1-0 6-1-0 34-2-12 6-4-8 20-4-4 6-6-9 11-7-9 0-3-8 27-0-8 9-1-4 43-4-0 6-4-12 26-9-012-7-50-10-120-6-36-5-1410-8-1410-8-141-9-1412-6-120-7-40-7-45-10-106-5-14Plate Offsets (X, Y):[19:0-4-8,Edge], [21:0-2-8,0-4-12], [26:0-4-0,0-3-1] Loading (psf)Spacing 3-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.32 21-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.59 21-23 >550 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr NO WB 0.85 Horz(CT) 0.08 19 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic 0.12 20-21 >668 360 Weight: 1025 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP SS BOT CHORD 2x8 SP No.1 *Except* B4:2x4 SP No.2, B5,B6:2x6 SP No.2, B3:2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W5,W11,W9,W6:2x4 SP No.2 WEDGE Left: 2x4 SP No.2 BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10, 11, 12, 25 This truss requires both edges of the bottom chord be sheathed in the room area.REACTIONS (lb/size)2=3587/0-5-8, (min. 0-1-8), 14=-941/0-5-8, (min. 0-1-8), 19=9040/0-5-8, (min. 0-4-10) Max Horiz 2=742 (LC 8) Max Uplift 2=-1602 (LC 8), 14=-1893 (LC 19), 19=-2294 (LC 8) Max Grav 2=3591 (LC 23), 14=431 (LC 8), 19=11799 (LC 2) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6525/2930, 3-4=-5862/2371, 4-5=-5724/2404, 5-6=-308/304, 6-7=-139/339, 7-8=-374/448, 8-9=-3071/13127, 9-10=-2796/12505, 10-11=-1711/7771, 11-12=-1184/5288, 12-13=-1290/5627, 13-14=-1216/5415 BOT CHORD 2-24=-3265/5929, 24-33=-3196/5888, 33-34=-3196/5888, 34-35=-3196/5888, 23-35=-3196/5888, 23-36=-1879/3801, 22-36=-1879/3801, 22-37=-1879/3801, 37-38=-1879/3801, 21-38=-1879/3801, 19-20=0/1497, 19-26=-10038/2422, 9-26=-1089/505, 18-19=-592/152, 17-18=-6647/1689, 16-17=-6647/1689, 14-16=-4859/1192 WEBS 21-25=-1147/6263, 7-25=-290/489, 25-26=-6892/1622, 10-18=-2166/8910, 18-26=-11189/2886, 10-26=-16767/3953, 3-23=-699/764, 3-24=-245/269, 5-23=-2175/5081, 5-21=-5002/2508, 8-26=-5431/1452, 8-25=-2294/9810, 11-16=-701/3487, 12-16=-2102/521, 13-16=-565/431, 11-18=-902/624 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9)Ceiling dead load (5.0 psf) on member(s). 25-26 10)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 20-21 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1602 lb uplift at joint 2, 2294 lb uplift at joint 19 and 1893 lb uplift at joint 14. 12)Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15)Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 6-11-12 from the left end to connect truss(es) to back face of bottom chord. 16)Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-11-12 from the left end to 12-11-12 to connect truss(es) to back face of bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 3B1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:12 Page: 1 ID:NVPOMpR7IOI8bcZI6OUZL8ybjlB-ATzOBgIBQW6v8WuPyguXLpdwv4UxAtc65hsCaFyJsFn This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. Continued on page 2 17)Use Simpson Strong-Tie HGUS28-3 (36-16d Girder, 12-16d Truss) or equivalent at 14-10-4 from the left end to connect truss(es) to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-10=-90, 10-11=-90, 11-12=-90, 12-15=-90, 27-37=-30, 20-37=-120 (F=-90), 19-30=-30, 25-26=-15 Concentrated Loads (lb) Vert: 33=-1244 (B), 34=-546 (B), 35=-546 (B), 36=-546 (B), 37=-2162 (B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-10=-75, 10-11=-75, 11-12=-75, 12-15=-75, 27-36=-53, 36-37=-75, 37-38=-338 (F=-263), 21-38=-315 (F=-263), 20-21=-383 (F=-263), 19-30=-53, 25-26=-15 Concentrated Loads (lb) Vert: 33=-1085 (B), 34=-474 (B), 35=-474 (B), 36=-474 (B), 37=-1888 (B) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 3B1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:12 Page: 2 ID:NVPOMpR7IOI8bcZI6OUZL8ybjlB-ATzOBgIBQW6v8WuPyguXLpdwv4UxAtc65hsCaFyJsFn This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x6 =3x4 =5x6 =5x5 =5x6 =5x8 =5x8 =2x3 =5x4 =5x6 =5x5 =5x5 =5x5 =2x5 =7x8 =5x4 =M18AHS 5x10 =5x8 =5x8 =5x6 =5x5 =5x6 =5x5 1 21 34 20 19 18 2 3 31 4 135 1716 15 14 12 33 22 23 6 32 11107 8 9 T3 T1 T2 T4 T5 T6 B1 B2 B4 B5 B6 B3 W1 W2 W3 W4 W13 W10 W6 W9 W8 W7W5 W11 W12 HW1 6-3-06-10-41-1-4 28-0-0 1-6-0 44-10-0 1-6-0 -1-6-0 2-0-0 36-1-8 2-0-5 22-4-9 4-6-3 26-10-12 6-1-8 34-1-8 6-5-5 13-4-6 6-11-14 20-4-4 6-11-1 6-11-1 7-2-8 43-4-0 1-1-4 28-1-12 4-4-8 20-4-4 6-7-0 15-11-12 7-4-4 43-4-0 7-10-0 35-11-12 0-3-8 27-0-8 9-4-12 9-4-12 6-4-12 26-9-012-7-50-10-120-6-36-5-1410-0-210-0-22-6-1012-6-120-5-80-5-86-0-66-5-14Plate Offsets (X, Y):[4:0-3-0,0-3-0], [5:0-3-0,0-3-0], [19:0-1-12,0-2-8], [23:0-4-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.26 19-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.45 19-21 >718 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr YES WB 0.82 Horz(CT) 0.06 17 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic 0.08 18-19 >988 360 Weight: 312 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B4:2x4 SP No.3, B3:2x8 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 22-23, 9-23 This truss requires both edges of the bottom chord be sheathed in the room area.REACTIONS (lb/size)2=901/0-5-8, (min. 0-1-8), 12=301/0-5-8, (min. 0-1-8), 17=2510/0-5-8, (min. 0-3-10) Max Horiz 2=494 (LC 10) Max Uplift 2=-328 (LC 10), 12=-324 (LC 11), 17=-995 (LC 10) Max Grav 2=951 (LC 26), 12=511 (LC 25), 17=3087 (LC 2) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/0, 3-31=-1370/476, 4-31=-1319/496, 4-5=-1203/460, 6-32=-113/306, 7-32=-99/314, 7-8=-998/2726, 8-9=-876/2586, 9-10=-550/1562, 10-11=-366/610, 11-33=-401/670, 12-33=-483/636 BOT CHORD 2-21=-736/1217, 21-34=-423/661, 20-34=-423/661, 19-20=-423/661, 17-18=0/278, 17-23=-2804/911, 8-23=-343/243, 15-16=-1031/507, 14-15=-1031/507, 12-14=-594/384 WEBS 4-21=-324/327, 5-21=-215/734, 5-19=-854/550, 19-22=-225/1057, 6-22=-309/302, 11-14=-339/219, 9-16=-698/2035, 22-23=-1338/508, 16-23=-2139/997, 9-23=-3818/1323, 7-23=-1223/556, 7-22=-746/1962, 10-16=-776/579, 10-14=-221/836 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 2-10-0, Zone1 2-10-0 to 21-10-7, Zone2 21-10-7 to 28-0-0, Zone3 28-0-0 to 34-1-8, Zone2 34-1-8 to 40-6-0, Zone3 40-6-0 to 44-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Ceiling dead load (5.0 psf) on member(s). 22-23 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 18-19 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2, 995 lb uplift at joint 17 and 324 lb uplift at joint 12. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1B2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:13 Page: 1 ID:cV_DpilRANZSjcZHdryfPdybjkn-efWmO0JpBqEmmgTbWNQmt0915UqcvLJFJLcl6iyJsFm This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =5x4 =5x6 =5x5 =5x6 =5x8 =5x8 =2x3 =5x4 =5x6 =5x5 =5x5 =5x5 =2x5 =7x8 =5x4 =M18AHS 5x10 =5x8 =3x4 =5x8 =5x6 =5x8 =5x6 =5x5 1 22 35 21 20 19 2 3 32 4 145 1817 16 15 13 34 23 24 1211633107 8 9 T3 T1 T2 T4 T5 T6 B1 B2 B4 B5 B6 B3 W1 W2 W3 W4 W13W14W6 W10 W9 W8 W7W5 W11 W12 HW1 6-3-06-10-41-6-0 44-10-0 1-6-0 -1-6-0 2-0-5 22-4-9 2-2-3 36-1-8 5-2-8 43-4-0 6-5-5 13-4-6 6-11-1 6-11-1 6-11-14 20-4-4 2-0-0 38-1-8 1-1-4 28-0-0 4-6-3 26-10-12 5-11-5 33-11-5 4-4-8 20-4-4 0-11-8 28-0-0 6-7-0 15-11-12 0-1-12 36-3-4 0-1-12 28-1-12 7-0-12 43-4-0 0-3-8 27-0-8 9-4-12 9-4-12 6-4-12 26-9-0 7-11-12 36-1-812-7-50-10-120-6-36-5-149-2-29-2-23-4-1012-6-120-5-80-5-86-0-66-5-14Plate Offsets (X, Y):[2:0-5-7,0-0-6], [4:0-3-0,0-3-0], [5:0-3-0,0-3-0], [20:0-1-12,0-2-8], [24:0-4-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.26 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.45 20-22 >721 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr YES WB 0.83 Horz(CT) 0.06 18 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic -0.08 19-20 >977 360 Weight: 317 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B4:2x4 SP No.3, B3:2x8 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 23-24, 9-24 This truss requires both edges of the bottom chord be sheathed in the room area.REACTIONS (lb/size)2=901/0-5-8, (min. 0-1-8), 13=300/0-5-8, (min. 0-1-8), 18=2511/0-5-8, (min. 0-3-10) Max Horiz 2=494 (LC 10) Max Uplift 2=-328 (LC 10), 13=-323 (LC 11), 18=-995 (LC 10) Max Grav 2=951 (LC 26), 13=509 (LC 25), 18=3088 (LC 2) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/0, 3-32=-1372/438, 4-32=-1319/458, 4-5=-1205/424, 6-33=-112/278, 7-33=-98/284, 7-8=-996/2727, 8-9=-869/2577, 9-10=-546/1551, 10-11=-475/897, 11-12=-437/791, 12-34=-503/604, 13-34=-560/583 BOT CHORD 2-22=-734/1218, 22-35=-424/663, 21-35=-424/663, 20-21=-424/663, 18-19=-1/278, 18-24=-2837/913, 8-24=-352/254, 16-17=-1057/502, 15-16=-1057/502, 13-15=-537/464 WEBS 4-22=-320/321, 5-22=-215/735, 5-20=-855/551, 20-23=-225/1057, 6-23=-309/302, 11-15=-180/337, 12-15=-405/259, 23-24=-1339/507, 9-17=-710/2079, 17-24=-2130/998, 9-24=-3822/1313, 7-24=-1221/555, 7-23=-745/1963, 10-17=-754/492, 10-15=-152/604 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 2-10-0, Zone1 2-10-0 to 21-10-7, Zone2 21-10-7 to 33-11-5, Zone1 33-11-5 to 36-1-8, Zone2 36-1-8 to 40-6-0, Zone3 40-6-0 to 44-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Ceiling dead load (5.0 psf) on member(s). 23-24 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 19-20 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2, 995 lb uplift at joint 18 and 323 lb uplift at joint 13. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1B3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:14 Page: 1 ID:k?G8Y8vb7NCcnc2nu4hiQNybjka-6s48cMJRx8MdNp2o34x?QEiCwt9geoMOY?LJe8yJsFl This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =5x4 =5x6 =5x5 =5x6 =5x8 =5x8 =2x3 =5x4 =5x6 =5x5 =5x5 =5x5 =2x5 =7x8 =5x8 =M18AHS 5x10 =8x8 =5x8 =3x6 =5x6 =5x8 =5x6 =5x5 1 22 36 21 20 19 2 3 32 4 145 1817 16 15 13 35 23 11 12 24 6 1034337 8 9 T3 T1 T2 T4 T5 T6 B1 B2 B4 B5 B6 B3 W1 W2 W3 W4 W13W14W6 W10 W9 W8 W7W5 W11 W12 HW1 6-3-06-10-41-1-4 28-0-0 1-6-0 44-10-0 1-6-0 -1-6-0 2-0-0 40-1-8 2-0-5 22-4-9 3-1-5 38-1-8 3-2-8 43-4-0 4-6-3 26-10-12 6-5-5 13-4-6 6-11-14 20-4-4 6-11-1 6-11-1 7-0-3 35-0-3 1-1-4 28-1-12 4-4-8 20-4-4 5-0-12 43-4-0 6-7-0 15-11-12 0-3-8 27-0-8 9-4-12 9-4-12 6-4-12 26-9-0 10-1-8 38-3-412-7-50-10-120-6-36-5-148-4-28-4-24-2-1012-6-120-5-80-5-86-0-66-5-14Plate Offsets (X, Y):[2:0-5-7,0-0-6], [4:0-3-0,0-3-0], [5:0-3-0,0-3-0], [18:0-4-8,0-2-8], [20:0-1-12,0-2-8], [24:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.26 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.45 20-22 >718 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr YES WB 0.88 Horz(CT) 0.06 18 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic 0.08 19-20 >957 360 Weight: 317 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B4:2x4 SP No.3, B3:2x8 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 23-24, 9-24 This truss requires both edges of the bottom chord be sheathed in the room area.REACTIONS (lb/size)2=900/0-5-8, (min. 0-1-8), 13=299/0-5-8, (min. 0-1-8), 18=2513/0-5-8, (min. 0-3-10) Max Horiz 2=494 (LC 10) Max Uplift 2=-328 (LC 10), 13=-322 (LC 11), 18=-994 (LC 10) Max Grav 2=951 (LC 26), 13=508 (LC 25), 18=3089 (LC 2) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/0, 3-32=-1372/424, 4-32=-1320/445, 4-5=-1205/410, 6-33=-110/275, 7-33=-96/281, 7-8=-995/2730, 8-9=-876/2589, 9-34=-541/1525, 10-34=-556/1477, 10-11=-835/731, 11-12=-737/630, 12-35=-636/460, 13-35=-688/455 BOT CHORD 2-22=-734/1218, 22-36=-425/663, 21-36=-425/663, 20-21=-425/663, 18-19=-1/278, 18-24=-2984/894, 8-24=-340/235, 16-17=-1022/464, 15-16=-1022/464, 13-15=-373/601 WEBS 4-22=-321/321, 5-22=-215/736, 5-20=-856/552, 20-23=-224/1058, 6-23=-309/301, 11-15=-362/259, 12-15=-329/273, 23-24=-1341/505, 9-17=-679/2158, 17-24=-2068/1000, 9-24=-3949/1315, 7-24=-1222/556, 7-23=-743/1964, 10-17=-830/576, 10-15=-163/759 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 2-10-0, Zone1 2-10-0 to 21-10-7, Zone2 21-10-7 to 34-1-9, Zone1 34-1-9 to 38-1-8, Zone2 38-1-8 to 40-6-0, Zone3 40-6-0 to 44-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Ceiling dead load (5.0 psf) on member(s). 23-24 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 19-20 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2, 994 lb uplift at joint 18 and 322 lb uplift at joint 13. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1B4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:15 Page: 1 ID:zkJYRD0E?8LKM_EWwTLpIGybjkR-6s48cMJRx8MdNp2o34x?QEiCct8renZOY?LJe8yJsFl This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =5x4 =5x6 =5x5 =5x6 =5x8 =5x8 =2x3 =5x4 =5x6 =5x5 =5x5 =5x5 =2x5 =7x8 =5x6 =M18AHS 5x10 =8x8 =5x8 =3x6 =5x5 =7x8 =7x8 =5x5 1 24 37 23 22 21 2 3 34 4 145 2019 18 17 16 15 1311 122526 6 1036357 8 9 T3 T1 T2 T4 T5 T6 B1 B2 B4 B5 B6 B3 W1 W2 W3 W4 W14 W14 W6 W10 W9 W8 W5 W7 W11 W12 W13 HW1 6-10-46-3-0 1-1-4 28-0-0 1-6-0 44-10-0 1-6-0 -1-6-0 1-2-8 43-4-0 2-0-0 42-1-8 2-0-5 22-4-9 4-6-3 26-10-12 5-1-5 40-1-8 6-5-5 13-4-6 6-11-14 20-4-4 6-11-1 6-11-1 7-0-3 35-0-3 1-1-4 28-1-12 1-4-4 43-4-0 1-8-8 41-11-12 2-1-12 40-3-4 4-4-8 20-4-4 6-7-0 15-11-12 0-3-8 27-0-8 9-4-12 9-4-12 6-4-12 26-9-0 9-11-12 38-1-812-7-50-10-120-6-36-5-147-6-27-6-25-0-1012-6-120-5-80-5-86-0-66-5-14Plate Offsets (X, Y):[2:0-5-7,0-0-6], [4:0-3-0,0-3-0], [5:0-3-0,0-3-0], [11:0-3-12,0-3-0], [12:0-4-0,0-2-2], [22:0-1-12,0-2-8], [26:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.28 22-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.46 22-24 >698 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 20 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic -0.09 21-22 >893 360 Weight: 316 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B4:2x4 SP No.3, B3:2x8 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 8-6-4 oc bracing: 2-24 10-0-0 oc bracing: 22-24. WEBS 1 Row at midpt 5-22, 25-26, 9-26 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS (lb/size)2=900/0-5-8, (min. 0-1-8), 13=299/0-5-8, (min. 0-1-8), 20=2513/0-5-8, (min. 0-3-10) Max Horiz 2=494 (LC 10) Max Uplift 2=-329 (LC 10), 13=-319 (LC 11), 20=-991 (LC 10) Max Grav 2=953 (LC 26), 13=504 (LC 25), 20=3088 (LC 2) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-642/0, 3-34=-1377/404, 4-34=-1325/425, 4-5=-1211/389, 6-35=-110/270, 7-35=-96/277, 7-8=-989/2727, 8-9=-869/2587, 9-36=-534/1519, 10-36=-549/1470, 10-11=-795/763, 11-12=-850/628, 12-13=-878/638 BOT CHORD 2-24=-736/1223, 24-37=-427/667, 23-37=-427/667, 22-23=-427/667, 20-21=-3/279, 20-26=-2958/902, 8-26=-340/237, 18-19=-1004/462, 17-18=-1004/462, 16-17=-652/937, 15-16=-604/850, 13-15=-539/778 WEBS 4-24=-321/321, 5-24=-216/737, 5-22=-858/553, 22-25=-223/1057, 6-25=-310/301, 11-16=-396/265, 12-15=-296/324, 25-26=-1339/501, 9-19=-688/2141, 19-26=-2068/993, 9-26=-3928/1317, 7-25=-740/1962, 7-26=-1222/556, 10-19=-858/586, 10-17=-104/686 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 2-10-0, Zone1 2-10-0 to 21-10-7, Zone2 21-10-7 to 34-1-9, Zone1 34-1-9 to 40-1-8, Zone2 40-1-8 to 42-1-8, Zone3 42-1-8 to 44-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Ceiling dead load (5.0 psf) on member(s). 25-26 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 21-22 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2, 991 lb uplift at joint 20 and 319 lb uplift at joint 13. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1B5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:15 Page: 1 ID:Jh6RUw4NqgzdSl7Uj0x_?KybjkM-b2eXphK3iRUU?zd_doSEyRFNPHVENDLYnf5sAayJsFk This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =5x4 =5x6 =5x5 =5x6 =5x8 =5x8 =2x3 =5x4 =5x6 =5x5 =5x5 =5x5 =2x5 =7x8 =5x6 =M18AHS 5x10 =5x8 =3x4 =2x3 =3x5 1 18 32 17 16 15 2 3 28 4 5 1413 12 111920 3161030297 8 9 T3 T1 T2 T4 B1 B2 B4 B5 B3 W1 W2 W3 W4 W6 W10 W9 W8 W7W5 W11 W12 HW2 HW1 6-3-06-10-41-1-4 28-0-0 1-6-0 -1-6-0 2-0-5 22-4-9 4-6-3 26-10-12 6-5-5 13-4-6 6-5-15 41-4-0 6-10-1 34-10-1 6-11-14 20-4-4 6-11-1 6-11-1 1-1-4 28-1-12 4-4-8 20-4-4 6-5-15 41-4-0 6-7-0 15-11-12 6-8-5 34-10-1 0-3-8 27-0-8 9-4-12 9-4-12 6-4-12 26-9-012-7-50-10-120-6-36-5-1412-6-120-5-80-5-86-0-66-5-14Plate Offsets (X, Y):[2:0-5-7,0-0-6], [4:0-3-0,0-3-0], [5:0-3-0,0-3-0], [11:Edge,0-0-11], [16:0-1-12,0-2-8], [20:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.27 16-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.47 16-18 >680 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic -0.09 15-16 >910 360 Weight: 289 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B4:2x4 SP No.3, B5:2x4 SP No.2, B3:2x8 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 19-20, 9-20 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS (lb/size)2=904/0-5-8, (min. 0-1-8), 11=70/0-5-8, (min. 0-1-8), 14=2488/0-5-8, (min. 0-3-10) Max Horiz 2=509 (LC 10) Max Uplift 2=-323 (LC 10), 11=-232 (LC 26), 14=-1021 (LC 10) Max Grav 2=954 (LC 26), 11=307 (LC 25), 14=3073 (LC 2) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-642/0, 3-28=-1380/387, 4-28=-1327/408, 4-5=-1213/373, 7-29=-118/256, 7-8=-1001/2695, 8-9=-876/2548, 9-30=-518/1495, 10-30=-533/1453, 10-31=-395/899, 11-31=-415/859 BOT CHORD 2-18=-738/1225, 18-32=-427/669, 17-32=-427/669, 16-17=-427/669, 14-15=-3/283, 14-20=-2864/978, 8-20=-354/251, 12-13=-793/411, 11-12=-793/411 WEBS 4-18=-319/321, 5-18=-218/738, 5-16=-859/554, 16-19=-223/1051, 6-19=-307/301, 19-20=-1319/499, 9-13=-784/2172, 13-20=-2150/993, 9-20=-3900/1393, 7-20=-1216/553, 7-19=-739/1946, 10-13=-911/505, 10-12=0/324 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 2-10-0, Zone1 2-10-0 to 21-10-7, Zone2 21-10-7 to 34-1-9, Zone1 34-1-9 to 37-0-0, Zone3 37-0-0 to 41-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Ceiling dead load (5.0 psf) on member(s). 19-20 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 11, 323 lb uplift at joint 2 and 1021 lb uplift at joint 14. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1B6Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:15 Page: 1 ID:1zMLQPEzSsx8MMtknT8GLMybjit-b2eXphK3iRUU?zd_doSEyRFNmHVrND9Ynf5sAayJsFk This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =5x4 =5x6 =5x5 =5x6 =5x8 =5x8 =2x3 =5x4 =5x6 =5x5 =5x5 =5x5 =2x5 =7x8 =5x6 =M18AHS 5x10 =5x8 =3x6 =3x4 =2x3 =3x5 1 20 33 19 18 17 2 3 30 4 135 1615 14 12 32 21 22 6 1131710 8 9 T3 T1 T2 T4 T5 B1 B2 B4 B5 B3 W1 W2 W3 W4 W12W6 W10 W5 W9 W8 W7 W11 HW2 HW1 6-3-06-10-41-1-4 28-0-0 1-6-0 42-10-0 1-6-0 -1-6-0 2-0-5 22-4-9 4-6-3 26-10-12 6-5-5 13-4-6 6-5-15 41-4-0 6-10-1 34-10-1 6-11-14 20-4-4 6-11-1 6-11-1 1-1-4 28-1-12 4-4-8 20-4-4 6-5-15 41-4-0 6-7-0 15-11-12 6-8-5 34-10-1 0-3-8 27-0-8 9-4-12 9-4-12 6-4-12 26-9-012-7-50-10-120-6-36-5-1412-6-120-5-80-5-86-0-66-5-14Plate Offsets (X, Y):[2:0-5-7,0-0-6], [4:0-3-0,0-3-0], [5:0-3-0,0-3-0], [12:Edge,0-0-11], [18:0-1-12,0-2-8], [22:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.27 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.47 18-20 >681 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Attic -0.09 17-18 >910 360 Weight: 291 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B4:2x4 SP No.3, B5:2x4 SP No.2, B3:2x8 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 21-22, 9-22 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS (lb/size)2=904/0-5-8, (min. 0-1-8), 12=164/0-5-8, (min. 0-1-8), 16=2484/0-5-8, (min. 0-3-10) Max Horiz 2=494 (LC 10) Max Uplift 2=-329 (LC 10), 12=-285 (LC 11), 16=-1008 (LC 10) Max Grav 2=954 (LC 26), 12=401 (LC 25), 16=3070 (LC 2) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/0, 3-30=-1379/421, 4-30=-1327/441, 4-5=-1213/407, 6-7=-120/287, 7-8=-986/2696, 8-9=-861/2550, 9-10=-505/1496, 10-31=-516/1456, 11-31=-520/1454, 11-32=-388/905, 12-32=-409/866 BOT CHORD 2-20=-736/1225, 20-33=-426/669, 19-33=-426/669, 18-19=-426/669, 16-17=-3/282, 16-22=-2864/967, 8-22=-354/250, 14-15=-800/420, 12-14=-800/420 WEBS 4-20=-319/321, 5-20=-216/738, 5-18=-859/553, 18-21=-223/1051, 6-21=-307/301, 11-14=0/321, 21-22=-1320/500, 9-15=-786/2169, 7-21=-739/1946, 15-22=-2150/997, 9-22=-3901/1386, 7-22=-1216/553, 11-15=-893/446 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 2-7-10, Zone1 2-7-10 to 22-1-14, Zone2 22-1-14 to 33-10-2, Zone1 33-10-2 to 38-8-6, Zone3 38-8-6 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Ceiling dead load (5.0 psf) on member(s). 21-22 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 17-18 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2, 1008 lb uplift at joint 16 and 285 lb uplift at joint 12. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 8 1B7Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:16 Page: 1 ID:D4WVkAMssEKaA2DrwHrrIgybjii-3ECv11LhTlcLd7BABVzTVfnYVhr46ggh0JqQj0yJsFj This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =2x3 =5x4 =5x6 =5x6 =5x4 =5x4 =5x8 =5x4 =5x4 =5x6 =3x6 NAILED NAILED 8 13 20 21 12 11 10 9 1 7 65 2 4 3 T1 T2 T3 T4 B1 B2 W4 W5 W4 W1 W2 W2 W1 W3 1-6-0 30-2-0 2-0-0 26-8-0 2-0-0 28-8-0 3-7-10 24-8-0 5-7-10 5-7-10 7-8-6 13-4-0 7-8-6 21-0-6 1-8-8 26-6-4 2-1-12 28-8-0 7-0-0 24-9-12 8-10-4 8-10-4 8-11-8 17-9-126-5-150-6-31-4-31-4-34-8-116-0-14Plate Offsets (X, Y):[5:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.19 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.36 10-11 >944 180 BCLL 0.0*Rep Stress Incr NO WB 0.55 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 *Except* T3,T4:2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-7-11 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. REACTIONS (lb/size) 1=1144/0-5-8, (min. 0-1-8), 7=1231/0-5-8, (min. 0-1-9) Max Horiz 1=-165 (LC 13) Max Uplift 1=-407 (LC 8), 7=-490 (LC 9) Max Grav 1=1237 (LC 2), 7=1308 (LC 2) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2545/889, 2-3=-2243/680, 3-4=-2490/798, 4-5=-4360/1430, 5-6=-2312/794, 6-7=-2401/814 BOT CHORD 1-13=-876/2319, 13-20=-381/1565, 20-21=-381/1565, 12-21=-381/1565, 11-12=-381/1565, 10-11=-907/2828, 9-10=-1179/3909, 7-9=-683/2189 WEBS 5-10=-829/331, 5-9=-1805/529, 6-9=-225/828, 2-13=-494/454, 3-13=-204/720, 3-11=-341/1067, 4-11=-785/549, 4-10=-386/1442 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 1 and 490 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 9=9 (B) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:16 Page: 1 ID:90h6HUoSNIsTVazm1rUIlGybji8-3ECv11LhTlcLd7BABVzTVfnXBhp06mEh0JqQj0yJsFj This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x6 =2x3 =3x6 =3x4 =5x6 =3x6 =3x4 =3x4 =5x6 =3x10 =5x6 =5x6 1 10 14 25 26 13 12 11 2 9 21 24 87 634 2322 5 T2 T1 T3 T4 T5 B1 B2 W1 W2 W2 W3 W4 W5 W6 HW2HW1 1-6-0 -1-6-0 1-6-0 30-2-0 1-11-1 22-8-0 2-0-0 24-8-0 4-0-0 28-8-0 6-0-14 6-0-14 7-3-2 13-4-0 7-4-15 20-8-15 5-2-8 22-9-12 5-10-4 28-8-0 8-6-8 17-7-4 9-0-12 9-0-126-5-150-6-32-2-32-2-33-10-116-0-14Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.30 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.52 12-14 >657 180 BCLL 0.0*Rep Stress Incr YES WB 0.43 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=1237/0-5-8, (min. 0-1-9), 9=1237/0-5-8, (min. 0-1-9) Max Horiz 2=150 (LC 10) Max Uplift 2=-465 (LC 10), 9=-489 (LC 11) Max Grav 2=1315 (LC 2), 9=1312 (LC 2) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2433/934, 3-21=-2334/954, 3-4=-2173/820, 4-22=-2112/829, 5-22=-2100/845, 5-23=-2303/972, 6-23=-2378/955, 6-7=-3283/1264, 7-8=-2978/1164, 8-24=-2401/975, 9-24=-2426/963 BOT CHORD 2-14=-794/2193, 14-25=-417/1538, 25-26=-417/1538, 13-26=-417/1538, 12-13=-417/1538, 11-12=-948/2700, 9-11=-755/2179 WEBS 3-14=-430/403, 5-14=-201/696, 5-12=-337/988, 6-12=-772/510, 6-11=-129/606, 7-11=-1199/425, 8-11=-341/1142 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 9-1-1, Zone2 9-1-1 to 17-6-15, Zone1 17-6-15 to 22-8-0, Zone2 22-8-0 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 2 and 489 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:17 Page: 1 ID:abNFvWqKgDE2M1iLiz1?Nvybji5-XRmHENMJE3kCEHmNlDUi2sKk_58IrEGrEzazFTyJsFi This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =2x3 =3x4 =5x6 =3x6 =3x4 =5x6 =3x4 =5x6 =5x6 7 11 22 23 10 9 8 1 6 21 18 2 54 19 20 3 T1 T2 T3 T4 B1 B2 W4 W5W1 W2 W3 W2 HW1 HW2 1-6-0 30-2-0 2-0-0 22-8-0 6-0-14 6-0-14 6-0-0 28-8-0 7-4-0 20-8-0 7-3-2 13-4-0 4-11-0 22-6-4 6-1-12 28-8-0 8-6-7 17-7-4 9-0-12 9-0-126-5-150-6-33-0-33-0-33-0-116-0-14Plate Offsets (X, Y):[1:Edge,0-0-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.28 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.50 9-11 >686 180 BCLL 0.0*Rep Stress Incr YES WB 0.36 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-11 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 1=1144/0-5-8, (min. 0-1-8), 6=1239/0-5-8, (min. 0-1-9) Max Horiz 1=-165 (LC 15) Max Uplift 1=-406 (LC 10), 6=-490 (LC 11) Max Grav 1=1238 (LC 2), 6=1314 (LC 2) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2453/1027, 2-18=-2354/1046, 2-19=-2188/906, 3-19=-2116/922, 3-20=-2286/1017, 4-20=-2353/1001, 4-5=-2191/998, 5-21=-2330/1010, 6-21=-2401/990 BOT CHORD 1-11=-812/2214, 11-22=-447/1545, 22-23=-447/1545, 10-23=-447/1545, 9-10=-447/1545, 8-9=-978/2645, 6-8=-763/2149 WEBS 4-8=-806/361, 5-8=-241/783, 2-11=-441/411, 3-11=-211/709, 4-9=-724/467, 3-9=-308/952 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 9-1-1, Zone2 9-1-1 to 17-6-15, Zone1 17-6-15 to 20-8-0, Zone2 20-8-0 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 1 and 490 lb uplift at joint 6. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:17 Page: 1 ID:SMcmlttrkSlUqf06xp6xXlybji1-XRmHENMJE3kCEHmNlDUi2sKi_59prFOrEzazFTyJsFi This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x6 =2x3 =3x4 =5x6 =3x6 =5x6 =5x8 =5x6 =5x6 7 10 22 23 9 8 1 6 21 17 20 2 541819 3 T1 T2 T3 T4 B1 B2 W1 W2 W3 W4 W5 HW1 HW2 1-6-0 30-2-0 2-0-0 20-8-0 5-4-0 18-8-0 6-0-14 6-0-14 7-3-2 13-4-0 8-0-0 28-8-0 9-0-12 9-0-12 9-9-0 18-9-12 9-10-4 28-8-06-5-150-6-33-10-33-10-32-2-116-0-14Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.34 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.58 8-10 >594 180 BCLL 0.0*Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-7-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 6=1239/0-5-8, (min. 0-1-9) Max Horiz 1=-165 (LC 15) Max Uplift 1=-406 (LC 10), 6=-490 (LC 11) Max Grav 1=1241 (LC 2), 6=1317 (LC 2) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2468/1049, 2-17=-2369/1069, 2-18=-2203/925, 3-18=-2129/942, 3-19=-2605/1238, 4-19=-2638/1222, 4-5=-2361/1055, 5-20=-2229/997, 20-21=-2243/980, 6-21=-2311/970 BOT CHORD 1-10=-820/2227, 10-22=-464/1541, 22-23=-464/1541, 9-23=-464/1541, 8-9=-464/1541, 6-8=-736/2057 WEBS 2-10=-441/414, 3-10=-212/732, 3-8=-519/1257, 4-8=-1113/590, 5-8=-134/658 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 9-1-1, Zone2 9-1-1 to 17-6-15, Zone1 17-6-15 to 18-8-0, Zone2 18-8-0 to 24-10-15, Zone1 24-10-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 1 and 490 lb uplift at joint 6. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:17 Page: 1 ID:L7sGbFwLnhFvJGJuAfBtibybjhz-XRmHENMJE3kCEHmNlDUi2sKjx588rBFrEzazFTyJsFi This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =2x3 =3x4 =5x6 =3x6 =5x6 =5x8 =5x8 =3x4 =2x3 =3x8 8 12 23 24 11 10 9 1 7 22 19 212 6 20 54 3 T1 T2 T3 T4 B1 B2 W1 W2 W3 W4 W5 W4 W6 HW1 HW2 1-6-0 30-2-0 2-0-0 18-8-0 2-4-10 21-0-10 3-4-0 16-8-0 6-0-14 6-0-14 7-3-2 13-4-0 7-7-6 28-8-0 1-8-8 18-6-4 7-9-0 16-9-12 9-0-12 9-0-12 10-1-12 28-8-06-5-150-6-34-8-34-8-31-4-116-0-14Plate Offsets (X, Y):[1:Edge,0-0-11], [5:0-3-0,0-2-8], [7:Edge,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.22 9-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.47 9-18 >740 180 BCLL 0.0*Rep Stress Incr YES WB 0.38 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-1-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 8-2-15 oc bracing: 10-12. REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 7=1239/0-5-8, (min. 0-1-9) Max Horiz 1=-165 (LC 15) Max Uplift 1=-406 (LC 10), 7=-490 (LC 11) Max Grav 1=1236 (LC 2), 7=1312 (LC 2) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-2445/1094, 2-19=-2346/1114, 2-20=-2176/970, 3-20=-2101/986, 3-4=-2200/1144, 4-5=-1993/997, 5-6=-2086/982, 6-21=-2202/1048, 21-22=-2239/1036, 7-22=-2309/1022 BOT CHORD 1-12=-855/2208, 12-23=-496/1538, 23-24=-496/1538, 11-24=-496/1538, 10-11=-496/1538, 9-10=-626/1892, 7-9=-797/2066 WEBS 2-12=-441/413, 3-12=-217/691, 3-10=-437/949, 4-10=-924/557, 5-10=-198/260, 5-9=-188/522, 6-9=-368/333 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 9-1-1, Zone2 9-1-1 to 13-4-0, Zone3 13-4-0 to 16-8-0, Zone2 16-8-0 to 22-10-15, Zone1 22-10-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 1 and 490 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:17 Page: 1 ID:Du5nRc_srvlLotdfPVFpsRybjhv-XRmHENMJE3kCEHmNlDUi2sKma588rFArEzazFTyJsFi This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =2x3 =3x4 =5x6 =5x6 =3x8 =3x6 =5x6 =3x4 =2x3 =5x6 8 12 11 10 9 1 7 22 19 2 621 20 54 3 T1 T2 T3 T4 B1 B2 W1 W2 W3 W4 W5 W6 W7 HW1 HW2 1-4-0 14-8-0 1-6-0 30-2-0 2-0-0 16-8-0 4-7-1 21-3-1 6-0-14 6-0-14 7-3-2 13-4-0 7-4-15 28-8-0 5-2-5 20-0-1 5-9-0 14-9-12 8-7-15 28-8-0 9-0-12 9-0-126-5-150-6-35-6-35-6-30-6-116-0-14Plate Offsets (X, Y):[1:Edge,0-0-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.14 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.31 12-15 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-7-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 7=1239/0-5-8, (min. 0-1-8) Max Horiz 1=-165 (LC 15) Max Uplift 1=-406 (LC 10), 7=-490 (LC 11) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-2297/1047, 2-19=-2178/1067, 2-20=-1975/924, 3-20=-1886/941, 3-4=-1663/911, 4-5=-1562/858, 5-21=-2029/990, 6-21=-2039/972, 6-22=-2110/967, 7-22=-2197/942 BOT CHORD 1-12=-835/2062, 11-12=-473/1435, 10-11=-521/1528, 9-10=-521/1528, 7-9=-729/1947 WEBS 2-12=-438/408, 3-12=-220/535, 3-11=-292/642, 4-11=-553/289, 5-9=-285/560, 6-9=-354/334 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 9-1-1, Zone2 9-1-1 to 13-4-0, Zone3 13-4-0 to 14-8-0, Zone2 14-8-0 to 20-10-15, Zone1 20-10-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 1 and 490 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C6Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:18 Page: 1 ID:6gLIG_1Mv8FnGVwQeKKl0Hybjhr-?dKfSjNx?Mt3sRLZIw?xa4tuJVWbaje_TdJWnvyJsFh This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =2x3 =3x5 =5x8 =MT18HS 3x10 =5x6 =3x8 =2x3 =3x8 7 10 21 22 9 8 1 6 20 17 2 5 1918 3 4 T1 T2 T3 B1 B2 W2 W1 W3 W2 W1 HW1 HW2 1-6-0 30-2-0 3-7-0 16-1-8 5-10-1 21-11-9 5-10-1 12-6-8 6-8-7 6-8-7 6-8-7 28-8-0 9-4-7 19-0-4 9-7-12 28-8-0 9-7-12 9-7-126-2-00-6-35-8-15Plate Offsets (X, Y):[1:Edge,0-0-7], [3:0-1-12,0-2-8], [4:0-2-5,Edge], [6:Edge,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.29 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.49 8-10 >704 180 MT18HS 244/190 BCLL 0.0*Rep Stress Incr YES WB 0.26 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 135 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* B2:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except 2-0-0 oc purlins (4-7-5 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 6=1239/0-5-8, (min. 0-1-9) Max Horiz 1=-158 (LC 15) Max Uplift 1=-397 (LC 10), 6=-456 (LC 11) Max Grav 1=1238 (LC 2), 6=1314 (LC 2) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2406/844, 2-17=-2345/866, 2-18=-2159/756, 3-18=-2095/777, 3-4=-1601/700, 4-19=-2077/759, 5-19=-2140/743, 5-20=-2320/842, 6-20=-2384/819 BOT CHORD 1-10=-732/2164, 10-21=-403/1608, 21-22=-403/1608, 9-22=-403/1608, 8-9=-403/1608, 6-8=-644/2142 WEBS 3-10=-194/684, 2-10=-396/374, 4-8=-121/657, 5-8=-386/367 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 8-3-9, Zone2 8-3-9 to 20-4-7, Zone1 20-4-7 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 1 and 456 lb uplift at joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C7Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:18 Page: 1 ID:90jfxKrKaV_7gIUM5o5xz4ybjAW-?dKfSjNx?Mt3sRLZIw?xa4t_xVUUajE_TdJWnvyJsFh This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =2x3 =3x4 =5x8 =3x6 =5x6 =3x8 =2x3 =3x8 7 10 9 8 1 6 18 17 2 5 3 4 T1 T2 T3 B1 B2 W2 W1 W3 W2 W1 HW1 HW2 1-6-0 30-2-0 3-10-1 21-11-9 3-10-1 10-6-8 6-8-7 6-8-7 6-8-7 28-8-0 7-7-0 18-1-8 9-4-15 19-0-7 9-7-9 28-8-0 9-7-9 9-7-95-4-00-6-34-10-15Plate Offsets (X, Y):[1:Edge,0-0-7], [3:0-1-12,0-2-8], [4:0-2-5,Edge], [6:Edge,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.15 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.34 8-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 6=1239/0-5-8, (min. 0-1-8) Max Horiz 1=-137 (LC 15) Max Uplift 1=-371 (LC 10), 6=-431 (LC 11) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2227/862, 2-17=-2146/884, 2-3=-1967/812, 3-4=-1687/763, 4-5=-1957/794, 5-18=-2129/859, 6-18=-2212/837 BOT CHORD 1-10=-684/1981, 9-10=-508/1692, 8-9=-508/1692, 6-8=-655/1965 WEBS 3-10=-129/474, 2-10=-298/309, 4-8=-64/470, 5-8=-287/302 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 6-3-9, Zone2 6-3-9 to 22-0-15, Zone1 22-0-15 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 1 and 431 lb uplift at joint 6. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C8Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:18 Page: 1 ID:ZbPoaMtCtQNiXlDxnxeebjybjAT-?dKfSjNx?Mt3sRLZIw?xa4tt6VVOalU_TdJWnvyJsFh This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =2x3 =5x6 =3x8 =3x4 =3x6 =3x8 =5x6 =2x3 =3x8 8 11 10 9 1 7 23 18 2219 2 6 3 20 4 21 5 T1 T2 T3 B1 B2 W2 W3 W1 W3 W2 W1 HW1 HW2 1-6-0 30-2-0 1-10-2 21-11-10 1-10-2 8-6-8 5-9-8 14-4-0 5-9-8 20-1-8 6-8-6 6-8-6 6-8-6 28-8-0 9-4-15 19-0-7 9-7-9 28-8-0 9-7-9 9-7-94-6-00-6-34-0-15Plate Offsets (X, Y):[1:Edge,0-0-7], [7:Edge,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.36 9-11 >969 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except 2-0-0 oc purlins (3-9-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 7=1239/0-5-8, (min. 0-1-8) Max Horiz 1=-117 (LC 15) Max Uplift 1=-380 (LC 6), 7=-457 (LC 7) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2226/874, 18-19=-2146/885, 2-19=-2132/896, 2-3=-1968/810, 3-20=-1953/811, 4-20=-1953/811, 4-21=-1945/798, 5-21=-1945/798, 5-6=-1960/796, 6-22=-2116/869, 22-23=-2128/860, 7-23=-2211/847 BOT CHORD 1-11=-694/1981, 10-11=-787/2195, 9-10=-787/2195, 7-9=-663/1964 WEBS 3-11=-203/603, 4-11=-393/249, 2-11=-284/302, 4-9=-400/256, 5-9=-183/592, 6-9=-267/291 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 4-3-9, Zone2 4-3-9 to 12-9-7, Zone1 12-9-7 to 15-10-9, Zone2 15-10-9 to 24-4-7, Zone1 24-4-7 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 1 and 457 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C9Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:19 Page: 1 ID:zA5wCNv4ALlHODyWS3CLDLybjAQ-?dKfSjNx?Mt3sRLZIw?xa4t_jVVGajs_TdJWnvyJsFh This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x6 =5x8 =2x3 =3x10 =2x3 =3x6 =2x3 =5x8 =5x6 6 10 9 8 7 1 5 2019 2 17 3 18 4 T1 T2 T3 B1 B2 W1 W2 W1 W2 W1 HW1 HW2 1-6-0 30-2-0 6-6-8 6-6-8 6-6-8 28-8-0 7-9-8 14-4-0 7-9-8 22-1-8 6-8-4 28-8-0 6-8-4 6-8-4 7-7-12 21-11-12 7-7-12 14-4-03-8-00-6-33-2-15Plate Offsets (X, Y):[2:0-3-0,0-2-8], [4:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.23 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.38 7-9 >894 180 BCLL 0.0*Rep Stress Incr YES WB 0.62 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP SS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except 2-0-0 oc purlins (3-2-3 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 5=1239/0-5-8, (min. 0-1-8) Max Horiz 1=-97 (LC 15) Max Uplift 1=-414 (LC 6), 5=-490 (LC 7) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2263/870, 2-17=-2929/1271, 3-17=-2929/1271, 3-18=-2929/1271, 4-18=-2929/1271, 4-19=-2163/853, 19-20=-2218/833, 5-20=-2247/831 BOT CHORD 1-10=-721/2012, 9-10=-717/2018, 8-9=-693/2001, 7-8=-693/2001, 5-7=-697/1995 WEBS 2-10=0/272, 2-9=-480/1089, 3-9=-543/416, 4-9=-489/1098, 4-7=0/270 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone2 3-0-0 to 10-9-7, Zone1 10-9-7 to 17-10-9, Zone2 17-10-9 to 26-4-7, Zone1 26-4-7 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 1 and 490 lb uplift at joint 5. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C10Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:19 Page: 1 ID:sxKR2lybDaFjtqFHhvGHNBybjAM-Tpu1f3Namg?wUbwlseWA7HP5luuNJ5t8iH34JLyJsFg This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =5x6 =3x4 =3x4 =3x4 =3x6 =MT18HS 3x10 =3x4 =3x4 =5x6 =3x8 8 12 11 10 9 1 7 2 19 3 4 5 20 6 T1 T2 T3 T4 B1 B2 W1 W2 W3 W3 W2 W1 HW1 HW2 1-6-0 30-2-0 4-6-8 4-6-8 4-6-8 28-8-0 6-6-5 17-7-3 6-6-5 24-1-8 6-6-5 11-0-13 4-8-4 28-8-0 4-8-4 4-8-4 9-7-12 23-11-12 9-7-12 14-4-02-10-00-6-32-4-15Plate Offsets (X, Y):[1:Edge,0-0-7], [7:Edge,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.42 11 >823 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.69 9-11 >502 180 MT18HS 244/190 BCLL 0.0*Rep Stress Incr YES WB 0.49 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except 2-0-0 oc purlins (2-5-12 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. WEBS 1 Row at midpt 3-12, 5-9 REACTIONS (lb/size) 1=1144/ Mechanical, (min. 0-1-8), 7=1239/0-5-8, (min. 0-1-8) Max Horiz 1=-76 (LC 15) Max Uplift 1=-447 (LC 6), 7=-523 (LC 7) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2365/943, 2-19=-2164/907, 3-19=-2164/907, 3-4=-3884/1629, 4-5=-3884/1629, 5-20=-2138/884, 6-20=-2138/884, 6-7=-2339/922 BOT CHORD 1-12=-806/2121, 11-12=-1621/3724, 10-11=-1614/3716, 9-10=-1614/3716, 7-9=-783/2095 WEBS 2-12=-169/634, 3-12=-1702/853, 3-11=0/383, 5-11=0/386, 5-9=-1713/863, 6-9=-169/634 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone2 3-0-0 to 8-9-7, Zone1 8-9-7 to 19-10-9, Zone2 19-10-9 to 27-2-0, Zone3 27-2-0 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 1 and 523 lb uplift at joint 7. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1C11Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:19 Page: 1 ID:GW0agm?TWVdHkI_sM1q_?qybjAJ-Tpu1f3Namg?wUbwlseWA7HP52urxJ7w8iH34JLyJsFg This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x6 =5x8 =2x5 =2x3 =5x8 =3x6 =5x8 =2x5 =5x6 =2x3 =5x8 =2x5 =5x8 =3x6 9 32 15 33 34 3514 36 37 13 12 38 11 39 40 10 1 8 22 2 23 24 25 3 26 27 4 5 28 29 6 30 31 7 T1 T3T2 T4 B2B1 W1 W1 W1 W1 W1W2W2W2W2 1-6-0 30-2-0 2-6-8 2-6-8 2-6-8 28-8-0 5-9-14 14-4-0 5-9-14 20-1-14 5-11-10 26-1-8 5-11-10 8-6-2 2-8-4 28-8-0 2-8-4 2-8-4 5-9-14 25-11-12 5-9-14 20-1-14 5-9-14 14-4-0 5-9-14 8-6-22-0-00-6-31-6-15Plate Offsets (X, Y):[2:0-1-12,0-2-4], [7:0-1-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.56 13 >613 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.77 13 >449 180 BCLL 0.0*Rep Stress Incr NO WB 0.59 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 305 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-9-11 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS (lb/size) 1=1137/ Mechanical, (min. 0-1-8), 8=1229/0-5-8, (min. 0-1-8) Max Horiz 1=-56 (LC 13) Max Uplift 1=-517 (LC 4), 8=-593 (LC 5) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2629/1231, 2-22=-2588/1227, 2-23=-5423/2615, 23-24=-5423/2615, 24-25=-5423/2615, 3-25=-5423/2615, 3-26=-5423/2615, 26-27=-5423/2615, 4-27=-5423/2615, 4-5=-5423/2615, 5-28=-5399/2610, 28-29=-5399/2610, 6-29=-5399/2610, 6-30=-5399/2610, 30-31=-5399/2610, 7-31=-5399/2610, 7-8=-2574/1217 BOT CHORD 1-32=-1097/2405, 15-32=-1097/2405, 15-33=-1096/2425, 33-34=-1096/2425, 34-35=-1096/2425, 14-35=-1096/2425, 14-36=-3192/6738, 36-37=-3192/6738, 13-37=-3192/6738, 12-13=-3192/6738, 12-38=-3192/6738, 11-38=-3192/6738, 11-39=-1079/2370, 39-40=-1079/2370, 10-40=-1079/2370, 8-10=-1082/2353 WEBS 2-15=0/251, 3-14=-355/294, 5-13=0/299, 6-11=-355/295, 7-11=-1509/3094, 5-11=-1368/658, 2-14=-1490/3077, 5-14=-1354/648 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 1 and 593 lb uplift at joint 8. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 52 lb up at 2-0-12, 29 lb down and 50 lb up at 4-0-12, 29 lb down and 50 lb up at 6-0-12, 29 lb down and 50 lb up at 8-0-12, 29 lb down and 50 lb up at 10-0-12, 29 lb down and 50 lb up at 12-0-12, 29 lb down and 50 lb up at 14-0-12, 29 lb down and 50 lb up at 16-0-12, 29 lb down and 50 lb up at 18-0-12, 29 lb down and 50 lb up at 20-0-12, 29 lb down and 50 lb up at 22-0-12, and 29 lb down and 50 lb up at 24-0-12, and 66 lb down and 115 lb up at 26-1-8 on top chord, and 18 lb down and 1 lb up at 2-0-12, 18 lb down and 1 lb up at 4-0-12, 18 lb down and 1 lb up at 6-0-12, 18 lb down and 1 lb up at 8-0-12, 18 lb down and 1 lb up at 10-0-12, 18 lb down and 1 lb up at 12-0-12, 18 lb down and 1 lb up at 14-0-12, 18 lb down and 1 lb up at 16-0-12, 18 lb down and 1 lb up at 18-0-12, 18 lb down and 1 lb up at 20-0-12, 18 lb down and 1 lb up at 22-0-12, and 18 lb down and 1 lb up at 24-0-12, and 45 lb down and 4 lb up at 26-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-7=-60, 7-9=-60, 16-19=-20 Concentrated Loads (lb) Vert: 7=0 (F), 12=1 (F), 5=0 (F), 13=1 (F), 6=0 (F), 11=1 (F), 10=4 (F), 22=0 (F), 23=0 (F), 24=0 (F), 25=0 (F), 26=0 (F), 27=0 (F), 28=0 (F), 29=0 (F), 30=0 (F), 31=0 (F), 32=1 (F), 33=1 (F), 34=1 (F), 35=1 (F), 36=1 (F), 37=1 (F), 38=1 (F), 39=1 (F), 40=1 (F) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 2C12Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:20 Page: 1 ID:ZtxD8A4stfWI4M0CG?SenIybjAC-Tpu1f3Namg?wUbwlseWA7HP8Vuu4J5L8iH34JLyJsFg This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x5 =5x8 =2x5 =7x8 =1.5x3 =5x8 =2x5 =5x6 =5x4 =5x6 =3x5 1 8 13 27 28 12 29 30 31 11 32 10 9 2 7 3 20 21 4 22 23 24 5 25 26 6 T1 T2 T1 B1 B2 W1 W2 W1 W2 W1 W2 W1 1-6-0 21-8-0 1-6-0 -1-6-0 2-2-8 2-2-8 2-2-8 20-2-0 5-1-13 12-7-15 5-3-9 17-11-8 5-3-9 7-6-1 2-4-4 2-4-4 2-4-4 20-2-0 5-1-13 17-9-12 5-1-13 12-7-15 5-1-13 7-6-11-10-50-6-31-5-4Plate Offsets (X, Y):[3:0-1-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.36 11-12 >673 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.50 11-12 >483 180 BCLL 0.0*Rep Stress Incr NO WB 1.00 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except 2-0-0 oc purlins (2-6-10 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. REACTIONS (lb/size) 2=872/0-5-8, (min. 0-1-8), 7=872/0-5-8, (min. 0-1-8) Max Horiz 2=38 (LC 8) Max Uplift 2=-410 (LC 4), 7=-410 (LC 5) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1693/756, 3-20=-3240/1508, 20-21=-3240/1508, 4-21=-3240/1508, 4-22=-3240/1508, 22-23=-3240/1508, 23-24=-3240/1508, 5-24=-3240/1508, 5-25=-1539/698, 25-26=-1539/698, 6-26=-1539/698, 6-7=-1622/719 BOT CHORD 2-13=-640/1547, 13-27=-636/1560, 27-28=-636/1560, 12-28=-636/1560, 12-29=-1524/3376, 29-30=-1524/3376, 30-31=-1524/3376, 11-31=-1524/3376, 11-32=-1524/3376, 10-32=-1524/3376, 9-10=-1524/3376, 7-9=-628/1482 WEBS 3-12=-832/1720, 4-12=-310/247, 5-9=-1881/915, 6-9=-122/447 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 2 and 410 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 92 lb up at 2-2-8, 23 lb down and 40 lb up at 4-3-4, 23 lb down and 40 lb up at 6-3-4, 23 lb down and 40 lb up at 8-3-4, 23 lb down and 40 lb up at 10-1-0, 23 lb down and 40 lb up at 11-10-12, 23 lb down and 40 lb up at 13-10-12, and 23 lb down and 40 lb up at 15-10-12, and 53 lb down and 92 lb up at 17-11-8 on top chord, and 44 lb down and 10 lb up at 2-2-8, 17 lb down and 4 lb up at 4-3-4, 17 lb down and 4 lb up at 6-3-4, 17 lb down and 4 lb up at 8-3-4, 17 lb down and 4 lb up at 10-1-0, 17 lb down and 4 lb up at 11-10-12, 17 lb down and 4 lb up at 13-10-12, and 17 lb down and 4 lb up at 15-10-12, and 44 lb down and 10 lb up at 17-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 10=4 (B), 13=10 (B), 9=10 (B), 27=4 (B), 28=4 (B), 29=4 (B), 30=4 (B), 31=4 (B), 32=4 (B) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1D1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:21 Page: 1 ID:s1R8J?nFDTp31HSMgBVE7Xybj9I-x0RQsPOCX_7n5kVyQL2PfVyFxIBV2SFHwxodsoyJsFf This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x5 =5x8 =1.5x3 =3x8 =1.5x3 =3x6 =1.5x3 =5x8 =3x5 71 11 10 9 8 62 3 18 4 19 5 T1 T2 T1 B1 B2 W1 W2 W1 W2 W1 HW1 HW2 1-6-0 21-8-0 1-6-0 -1-6-0 4-2-8 20-2-0 4-2-8 4-2-8 5-10-8 10-1-0 5-10-8 15-11-8 4-4-4 20-2-0 4-4-4 4-4-4 5-8-12 15-9-12 5-8-12 10-1-02-8-50-6-32-3-4Plate Offsets (X, Y):[2:Edge,0-0-11], [3:0-3-0,0-2-8], [5:0-3-0,0-2-8], [6:Edge,0-0-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 10-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.34 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 Right: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except 2-0-0 oc purlins (3-5-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. REACTIONS (lb/size) 2=897/0-5-8, (min. 0-1-8), 6=897/0-5-8, (min. 0-1-8) Max Horiz 2=-58 (LC 11) Max Uplift 2=-374 (LC 6), 6=-374 (LC 7) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1522/587, 3-18=-2145/936, 4-18=-2145/936, 4-19=-2145/936, 5-19=-2145/936, 5-6=-1522/586 BOT CHORD 2-11=-475/1349, 10-11=-470/1354, 9-10=-473/1354, 8-9=-473/1354, 6-8=-477/1349 WEBS 3-10=-402/891, 4-10=-407/314, 5-10=-402/891 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone2 1-6-0 to 8-5-7, Zone1 8-5-7 to 11-8-9, Zone2 11-8-9 to 18-8-0, Zone3 18-8-0 to 21-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 6. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1D2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:21 Page: 1 ID:D_E1MirO1?SM72LJSk4Pqaybj9D-PC?o4lPqIHFeju48_3ZeCiVVQicBn3lQ9bYBOEyJsFe This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x6 =7x8 =3x10 =3x8 =1.5x3 =M18AHS 5x10 =3x10 =7x8 =5x8 HHUS26-2 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 1 17 18 1019 20 9 21 8 22 7 23 24 25 62 3 4 5 T1 T2 T3 B1 B2 W1 W2 W1 W2 W1 1-6-0 -1-6-0 4-0-0 14-1-0 4-0-0 10-1-0 6-1-0 6-1-0 6-1-0 20-2-0 3-10-4 13-11-4 3-10-4 10-1-0 6-2-12 6-2-12 6-2-12 20-2-03-5-110-6-33-0-10Plate Offsets (X, Y):[2:0-0-7,Edge], [3:0-3-4,0-2-8], [5:0-3-4,0-2-8], [6:Edge,0-1-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.22 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.37 9-10 >662 180 M18AHS 186/179 BCLL 0.0*Rep Stress Incr NO WB 0.63 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 209 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 *Except* T2:2x4 SP No.2, T3:2x4 SP SS BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-11-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. REACTIONS (lb/size) 2=5688/0-5-8, (min. 0-3-6), 6=6127/0-5-8, (min. 0-3-10) Max Horiz 2=92 (LC 8) Max Uplift 2=-2216 (LC 4), 6=-2227 (LC 5) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11401/4292, 3-4=-12037/4492, 4-5=-12037/4492, 5-6=-11571/4252 BOT CHORD 2-17=-3898/10471, 17-18=-3898/10471, 10-18=-3898/10471, 10-19=-3963/10642, 19-20=-3963/10642, 9-20=-3963/10642, 9-21=-3920/10817, 8-21=-3920/10817, 8-22=-3920/10817, 7-22=-3920/10817, 7-23=-3858/10637, 23-24=-3858/10637, 24-25=-3858/10637, 6-25=-3858/10637 WEBS 3-10=-1217/3143, 3-9=-522/1804, 5-9=-579/1577, 5-7=-1166/3325 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2227 lb uplift at joint 6 and 2216 lb uplift at joint 2. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 2-8-0 from the left end to connect truss(es) to front face of bottom chord. 12)Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 4-0-0 oc max. starting at 4-7-4 from the left end to 14-7-4 to connect truss(es) to front face of bottom chord. 13)Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 12-7-4 from the left end to 18-7-4 to connect truss(es) to front face of bottom chord. 14)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 (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 11-14=-20 Concentrated Loads (lb) Vert: 17=-1117 (F), 18=-1124 (F), 19=-1124 (F), 20=-1124 (F), 21=-1124 (F), 22=-1124 (F), 23=-1124 (F), 24=-1124 (F), 25=-1124 (F) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 2D3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:21 Page: 1 ID:tIzatp_vChyfZuFd9FIDK6ybj91-PC?o4lPqIHFeju48_3ZeCiVN0iY_n?9Q9bYBOEyJsFe This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x6 =3x4 =5x6 =5x4 =3x4 =8x8 =2x3 NAILED NAILED NAILED NAILED THJA26 NAILED NAILED NAILED 1 8 15 16 17 7 2 3 4 13 5 14 6 T1 T2 W1 B1 W1 W2 W3 HW1 1-6-0 -1-6-0 3-9-10 10-8-10 3-11-6 14-8-0 6-11-0 6-11-0 7-0-12 7-0-12 7-7-4 14-8-03-9-140-10-123-9-53-9-5Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.16 7-8 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.72 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 85 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. REACTIONS (lb/size) 2=1124/0-5-8, (min. 0-1-8), 7=1274/ Mechanical, (min. 0-1-8) Max Horiz 2=193 (LC 8) Max Uplift 2=-603 (LC 8), 7=-753 (LC 4) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-738/379, 3-4=-1761/959, 4-13=-1568/936, 5-13=-1568/936 BOT CHORD 2-8=-935/1557, 8-15=-715/1099, 15-16=-715/1099, 16-17=-715/1099, 7-17=-715/1099 WEBS 4-8=-64/364, 5-8=-329/640, 5-7=-1426/940 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 lb uplift at joint 7 and 603 lb uplift at joint 2. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 6-11-6 from the left end to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-6=-60, 7-9=-20 Concentrated Loads (lb) Vert: 4=-118 (F), 8=-475 (F), 5=-118 (F), 13=-118 (F), 14=-118 (F), 15=-66 (F), 16=-66 (F), 17=-66 (F) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1E1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:22 Page: 1 ID:bhPx6F8SBi8h5m9U8eXiqtybjla-tOZAH5QS3bNVL2fKXm4tlw1a16x0WQ2aOFHkwgyJsFd This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x10 =5x4 =1.5x3 =5x6 =3x8 =3x4 =1.5x3 1 8 7 2 3 13 4 5 6 T1 T2 W2 B1 W1 W2 W3 HW1 1-6-0 -1-6-0 2-6-7 8-11-0 6-4-9 6-4-9 5-9-0 14-8-0 5-7-4 14-8-0 9-0-12 9-0-124-7-140-10-124-7-54-7-5Plate Offsets (X, Y):[2:0-6-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.21 8-11 >813 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. REACTIONS (lb/size) 2=675/0-5-8, (min. 0-1-8), 7=576/ Mechanical, (min. 0-1-8) Max Horiz 2=240 (LC 10) Max Uplift 2=-262 (LC 10), 7=-243 (LC 6) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-530/0, 3-13=-702/300, 4-13=-679/309, 4-5=-566/251, 5-6=-488/254, 6-7=-537/328 BOT CHORD 2-8=-400/648 WEBS 4-8=-244/260, 6-8=-307/597 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 4-8-1, Zone2 4-8-1 to 11-6-4, Zone3 11-6-4 to 14-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 7 and 262 lb uplift at joint 2. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1E2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:22 Page: 1 ID:u1KbafDrYs1iRrBq2c9LdLybjlT-tOZAH5QS3bNVL2fKXm4tlw1g06ywWX?aOFHkwgyJsFd This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =5x4 =1.5x3 =3x4 =5x6 =3x4 =1.5x3 1 8 7 2 3 4 13 5 6 T1 T2 W4 B1 W3 W1 W2 HW1 1-6-0 -1-6-0 4-10-9 10-11-0 3-9-0 14-8-0 6-0-7 6-0-7 7-3-10 14-8-0 7-4-6 7-4-65-5-140-10-125-5-55-5-5Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.15 7-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 82 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. REACTIONS (lb/size) 2=675/0-5-8, (min. 0-1-8), 7=576/ Mechanical, (min. 0-1-8) Max Horiz 2=287 (LC 10) Max Uplift 2=-262 (LC 10), 7=-235 (LC 10) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/0, 3-4=-798/268, 4-13=-686/262, 5-13=-625/279 BOT CHORD 2-8=-420/690, 7-8=-188/301 WEBS 5-7=-507/328, 4-8=-277/294, 5-8=-238/486 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 6-8-1, Zone2 6-8-1 to 11-6-4, Zone3 11-6-4 to 14-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 7 and 262 lb uplift at joint 2. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1E3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:22 Page: 1 ID:umo90r0AYeu6vEOZZYMMQmybjlk-tOZAH5QS3bNVL2fKXm4tlw1j?6z6WVGaOFHkwgyJsFd This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x10 =5x4 =1.5x3 =3x4 =5x6 =3x4 =1.5x3 1 8 7 2 3 4 13 5 6 T1 T2 W4 B1 W3 W1 W2 HW1 1-6-0 -1-6-0 1-9-0 14-8-0 6-4-9 6-4-9 6-6-7 12-11-0 5-8-15 14-8-0 8-11-1 8-11-16-3-140-10-126-3-56-3-5Plate Offsets (X, Y):[2:0-6-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.19 8-11 >898 180 BCLL 0.0*Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. REACTIONS (lb/size) 2=675/0-5-8, (min. 0-1-8), 7=576/ Mechanical, (min. 0-1-8) Max Horiz 2=334 (LC 10) Max Uplift 2=-252 (LC 10), 7=-293 (LC 10) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-520/0, 3-4=-686/267, 4-13=-564/170, 5-13=-481/187 BOT CHORD 2-8=-464/683 WEBS 5-7=-568/376, 4-8=-377/366, 5-8=-248/529 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 8-8-1, Zone2 8-8-1 to 12-11-0, Zone3 12-11-0 to 14-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 7 and 252 lb uplift at joint 2. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1E4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:23 Page: 1 ID:Yo?Gz7y2j5FpoTWcm_mBjjybjlp-Mb7YVRQ4qvVLyCEW5Tb6H7arlWISFy0jdv1HS7yJsFc This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =7x8 =5x4 =3x4 =3x6 =5x5 =5x4 7 6 5 1 8 9 2 10 3 11 12 4 W1 T2 T1 W5 B1 W2 W3 W4 6-10-14 6-10-14 7-9-2 14-8-0 6-10-14 6-10-14 7-9-2 14-8-07-0-10-10-127-0-1Plate Offsets (X, Y):[7:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 281 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 *Except* T1:2x4 SP SS BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 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) 5=2192/ Mechanical, (min. 0-1-8), 7=1958/0-5-8, (min. 0-1-8) Max Horiz 7=326 (LC 8) Max Uplift 5=-1079 (LC 8), 7=-805 (LC 8) Max Grav 5=2355 (LC 15), 7=2117 (LC 15) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1994/808, 1-8=-3999/1435, 8-9=-3602/1338, 2-9=-3309/1237, 2-10=-809/170, 3-10=-506/66, 3-11=-467/74, 4-5=-733/409 BOT CHORD 6-7=-685/836, 5-6=-1571/3487 WEBS 1-6=-889/2716, 2-5=-3717/1672 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 lb uplift at joint 7 and 1079 lb uplift at joint 5. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 745 lb down and 272 lb up at 3-10-12, 745 lb down and 272 lb up at 5-10-12, 745 lb down and 272 lb up at 7-10-12, and 745 lb down and 272 lb up at 9-10-12, and 745 lb down and 272 lb up at 11-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-600, 9=-600, 10=-600, 11=-600, 12=-600 BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 3E5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:23 Page: 1 ID:qtOVsiqm41?EbwlhAubrKcybjlz-Mb7YVRQ4qvVLyCEW5Tb6H7an3WNKFz4jdv1HS7yJsFc This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =3x4 =5x6 =5x4 =3x4 =5x4 =MT18HS 3x10 =M18AHS 5x10 =3x4 =5x4 =5x6 =3x4 =5x8 111 32 33 15 34 35 36 14 37 13 38 39 12 40 41 102 93 82930 3142425 26 5 27 6 28 7 T1 T2 T2 T1 B1 B2 W1 W1 W1 W1 W1 W1HW1 HW1 1-6-0 28-2-0 1-6-0 -1-6-0 3-4-0 3-4-0 3-4-0 26-8-0 6-8-0 16-8-0 6-8-0 23-4-0 6-8-0 10-0-0 6-8-0 13-4-0 6-8-1 20-0-1 6-7-15 26-8-0 6-8-0 6-8-02-3-150-10-122-3-7Plate Offsets (X, Y):[2:0-5-7,0-0-5], [10:0-5-7,0-0-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.42 14 >760 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.49 14-15 >657 180 MT18HS 244/190 BCLL 0.0*Rep Stress Incr NO WB 0.51 Horz(CT) 0.07 10 n/a n/a M18AHS 186/179 BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 146 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP SS BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -- 1-11-0, Right 2x4 SP No.3 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except 2-0-0 oc purlins (2-11-13 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. REACTIONS (lb/size) 2=1349/0-5-8, (min. 0-1-9), 10=1350/0-5-8, (min. 0-1-9) Max Horiz 2=-49 (LC 28) Max Uplift 2=-777 (LC 4), 10=-779 (LC 5) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/281, 3-4=-2198/1372, 4-24=-3135/1834, 24-25=-3135/1834, 25-26=-3135/1834, 5-26=-3135/1834, 5-27=-4382/2617, 6-27=-4382/2617, 6-28=-4382/2617, 7-28=-4382/2617, 7-29=-3136/1835, 29-30=-3136/1835, 30-31=-3136/1835, 8-31=-3136/1835, 8-9=-2200/1375, 9-10=-557/236 BOT CHORD 2-32=-1172/1966, 32-33=-1172/1966, 15-33=-1172/1966, 15-34=-2532/4182, 34-35=-2532/4182, 35-36=-2532/4182, 14-36=-2532/4182, 14-37=-2536/4183, 13-37=-2536/4183, 13-38=-2536/4183, 38-39=-2536/4183, 12-39=-2536/4183, 12-40=-1182/1968, 40-41=-1182/1968, 10-41=-1182/1968 WEBS 4-15=-674/1348, 5-15=-1213/893, 5-14=-16/345, 7-14=-15/344, 7-12=-1212/892, 8-12=-673/1347 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 777 lb uplift at joint 2 and 779 lb uplift at joint 10. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 162 lb up at 3-4-0, 42 lb down and 71 lb up at 5-4-12, 42 lb down and 71 lb up at 7-4-12, 42 lb down and 71 lb up at 9-4-12, 42 lb down and 71 lb up at 11-4-12, 42 lb down and 71 lb up at 13-4-12, 42 lb down and 71 lb up at 15-4-12, 42 lb down and 71 lb up at 17-4-12, 42 lb down and 71 lb up at 19-4-12, and 42 lb down and 71 lb up at 21-4-12, and 95 lb down and 162 lb up at 23-4-0 on top chord, and 43 lb down and 8 lb up at 3-4-0, 15 lb down and 13 lb up at 5-4-12, 15 lb down and 13 lb up at 7-4-12, 15 lb down and 13 lb up at 9-4-12, 15 lb down and 13 lb up at 11-4-12, 15 lb down and 13 lb up at 13-4-12, 15 lb down and 13 lb up at 15-4-12, 15 lb down and 13 lb up at 17-4-12, 15 lb down and 13 lb up at 19-4-12, and 15 lb down and 13 lb up at 21-4-12, and 43 lb down and 8 lb up at 23-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-8=-60, 8-11=-60, 16-20=-20 Concentrated Loads (lb) Vert: 4=-32 (B), 6=-16 (B), 8=-32 (B), 14=-15 (B), 24=-16 (B), 25=-16 (B), 26=-16 (B), 27=-16 (B), 28=-16 (B), 29=-16 (B), 30=-16 (B), 31=-16 (B), 32=-25 (B), 33=-15 (B), 34=-15 (B), 35=-15 (B), 36=-15 (B), 37=-15 (B), 38=-15 (B), 39=-15 (B), 40=-15 (B), 41=-25 (B) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1G1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:24 Page: 1 ID:9j7piJVei6OID2CE3SmgM_ybjNs-Mb7YVRQ4qvVLyCEW5Tb6H7anyWCsFwWjdv1HS7yJsFc This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x10 =5x4 =5x6 =3x4 =3x4 =MT18HS 3x10 =3x4 =5x6 =5x4 =5x10 91 12 11 10 82 73 6421522 T1 T2 T1 B1 B2 W1 W1 W1 W1 HW1 HW1 1-6-0 28-2-0 1-6-0 -1-6-0 5-4-0 5-4-0 5-4-0 26-8-0 8-0-0 21-4-0 8-0-0 13-4-0 7-11-15 17-3-15 9-4-0 9-4-0 9-4-1 26-8-03-1-150-10-123-1-7Plate Offsets (X, Y):[2:0-6-15,Edge], [8:0-6-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.29 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.44 10-12 >731 180 MT18HS 244/190 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0, Right 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing. REACTIONS (lb/size) 2=1157/0-5-8, (min. 0-1-8), 8=1157/0-5-8, (min. 0-1-8) Max Horiz 2=-70 (LC 11) Max Uplift 2=-473 (LC 6), 8=-473 (LC 7) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-557/8, 3-4=-1796/772, 4-21=-2203/900, 5-21=-2203/900, 5-22=-2203/900, 6-22=-2203/900, 6-7=-1796/772, 7-8=-431/8 BOT CHORD 2-12=-621/1588, 11-12=-1112/2612, 10-11=-1112/2612, 8-10=-615/1588 WEBS 4-12=-221/788, 5-12=-543/388, 5-10=-543/388, 6-10=-221/788 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone2 1-6-0 to 9-6-15, Zone1 9-6-15 to 17-1-1, Zone2 17-1-1 to 25-2-0, Zone3 25-2-0 to 28-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 2 and 473 lb uplift at joint 8. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1G2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:24 Page: 1 ID:Whwil1ZmWf1bJp5Cs?Mr32ybjNn-qnhwimRibCdCaMpjfB6LqL7uTvZR_R5trYmr?ZyJsFb This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x10 =5x4 =5x6 =3x4 =3x4 =3x6 =3x4 =5x6 =5x4 =5x10 1 9 12 11 10 2 8 3 7 21 24 23 64225 T1 T2 T1 B1 B2 W1 W2 W2 W1 HW1 HW1 1-6-0 -1-6-0 1-6-0 28-2-0 6-0-0 19-4-0 6-0-0 13-4-0 7-4-0 7-4-0 7-4-0 26-8-0 7-2-11 16-11-5 9-8-11 26-8-0 9-8-11 9-8-113-11-150-10-123-11-7Plate Offsets (X, Y):[2:0-6-15,Edge], [8:0-6-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.18 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.29 12-15 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 *Except* T2:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0, Right 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=1157/0-5-8, (min. 0-1-8), 8=1157/0-5-8, (min. 0-1-8) Max Horiz 2=90 (LC 10) Max Uplift 2=-440 (LC 6), 8=-440 (LC 7) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-626/0, 3-21=-1746/683, 4-21=-1663/706, 4-22=-1766/729, 5-22=-1766/729, 5-23=-1766/729, 6-23=-1766/729, 6-24=-1663/706, 7-24=-1746/683, 7-8=-510/0 BOT CHORD 2-12=-527/1533, 11-12=-730/1972, 10-11=-730/1972, 8-10=-516/1533 WEBS 4-12=-93/474, 5-12=-369/232, 5-10=-369/232, 6-10=-93/474 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 3-1-1, Zone2 3-1-1 to 11-6-15, Zone1 11-6-15 to 15-1-1, Zone2 15-1-1 to 23-6-15, Zone1 23-6-15 to 25-2-0, Zone3 25-2-0 to 28-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 2 and 440 lb uplift at joint 8. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1G3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:24 Page: 1 ID:sfkbokdvLBfuQbz9fYy0m5ybjNi-qnhwimRibCdCaMpjfB6LqL7xHvYs_SgtrYmr?ZyJsFb This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x10 =5x4 =2x3 =5x6 =3x8 =3x6 =5x8 =3x4 =2x3 =5x4 =5x10 101 13 12 11 92 83 22 23 74 5 6 T1 T2 T1 B1 B2 W1 W2 W3 W2 W1 HW1 HW1 1-6-0 -1-6-0 1-6-0 28-2-0 2-1-1 9-4-0 2-1-1 19-5-1 8-0-0 17-4-0 7-2-15 7-2-15 7-2-15 26-8-0 7-8-8 17-2-4 9-5-12 9-5-12 9-5-12 26-8-04-9-150-10-124-9-7Plate Offsets (X, Y):[2:0-6-15,Edge], [6:0-3-0,0-2-8], [9:0-6-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.14 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.27 11-13 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0, Right 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS (lb/size) 2=1157/0-5-8, (min. 0-1-8), 9=1157/0-5-8, (min. 0-1-8) Max Horiz 2=-110 (LC 11) Max Uplift 2=-406 (LC 6), 9=-406 (LC 7) 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-569/23, 3-22=-1748/694, 4-22=-1662/716, 4-5=-1592/701, 5-6=-1484/680, 6-7=-1592/701, 7-23=-1662/716, 8-23=-1748/694, 8-9=-448/22 BOT CHORD 2-13=-507/1534, 12-13=-437/1483, 11-12=-437/1483, 9-11=-507/1534 WEBS 4-13=-126/250, 5-13=-84/337, 6-11=-134/338 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 5-1-1, Zone2 5-1-1 to 21-6-15, Zone1 21-6-15 to 25-2-0, Zone3 25-2-0 to 28-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2 and 406 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1G4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:25 Page: 1 ID:lQz6e5gQPQ9JuCHwuO0ywxybjNe-qnhwimRibCdCaMpjfB6LqL7uZvZW_TntrYmr?ZyJsFb This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x8 =5x4 =2x3 =3x4 =5x6 =3x6 =5x6 =3x8 =2x3 =5x4 =5x10 1 10 13 12 11 2 9 3 8 22 2347 5 6 T1 T2 T1 B1 B2 W2 W1 W3 W2 W1 HW1 HW1 1-6-0 -1-6-0 1-6-0 28-2-0 3-3-2 18-7-2 3-3-2 11-4-0 4-0-0 15-4-0 8-0-14 8-0-14 8-0-14 26-8-0 7-4-7 16-11-9 9-7-3 9-7-3 9-8-7 26-8-05-7-150-10-125-7-7Plate Offsets (X, Y):[5:0-0-12,0-2-8], [6:0-2-5,Edge], [9:0-6-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.13 11-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.27 11-20 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.17 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 135 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 *Except* T2:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0, Right 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except 2-0-0 oc purlins (4-10-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. REACTIONS (lb/size) 2=1157/0-5-8, (min. 0-1-8), 9=1157/0-5-8, (min. 0-1-8) Max Horiz 2=-130 (LC 15) Max Uplift 2=-422 (LC 10), 9=-422 (LC 11) 38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/19, 3-22=-1739/652, 4-22=-1610/678, 4-5=-1592/694, 5-6=-1299/620, 6-7=-1585/689, 7-23=-1609/678, 8-23=-1738/653, 8-9=-486/15 BOT CHORD 2-13=-510/1525, 12-13=-341/1297, 11-12=-341/1297, 9-11=-468/1524 WEBS 5-13=-240/446, 4-13=-286/322, 6-11=-160/412, 7-11=-287/322 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 7-1-1, Zone2 7-1-1 to 19-6-15, Zone1 19-6-15 to 25-2-0, Zone3 25-2-0 to 28-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 2 and 422 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1G5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:25 Page: 1 ID:2mul6VmplZ2KEHJGoMfbiQybjNX-IzFIw6SKMWl3CWNvDudaMYf7eJuNjwO04CWOX?yJsFa This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x10 =5x4 =2x3 =3x6 =3x4 =5x6 =3x6 =3x4 =3x6 =2x3 =5x4 =5x10 1 11 14 23 13 24 12 2 10 93 8475 6 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 HW1 HW1 1-6-0 -1-6-0 1-6-0 28-2-0 5-3-2 13-4-0 5-3-2 18-7-2 8-0-14 26-8-0 8-0-14 8-0-14 7-5-11 17-0-13 9-7-3 26-8-0 9-7-3 9-7-36-5-150-10-126-5-7Plate Offsets (X, Y):[2:0-6-15,Edge], [10:0-6-15,Edge], [10:0-0-0,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.20 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.31 12-14 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.29 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 129 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0, Right 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS (lb/size) 2=1157/0-5-8, (min. 0-1-8), 10=1157/0-5-8, (min. 0-1-8) Max Horiz 2=150 (LC 10) Max Uplift 2=-444 (LC 10), 10=-444 (LC 11) Max Grav 2=1228 (LC 2), 10=1228 (LC 2) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-598/3, 3-4=-1879/746, 4-5=-1757/752, 5-6=-1704/770, 6-7=-1704/770, 7-8=-1757/752, 8-9=-1880/746, 9-10=-478/3 BOT CHORD 2-14=-578/1667, 14-23=-311/1253, 13-23=-311/1253, 13-24=-311/1253, 12-24=-311/1253, 10-12=-511/1667 WEBS 6-12=-293/647, 8-12=-343/349, 6-14=-293/647, 4-14=-343/349 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 9-1-1, Zone2 9-1-1 to 17-6-15, Zone1 17-6-15 to 25-2-0, Zone3 25-2-0 to 28-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 2 and 444 lb uplift at joint 10. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1G6Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:25 Page: 1 ID:wX8GyspJpoYljuc21CjYtGybjNT-IzFIw6SKMWl3CWNvDudaMYf7ZJtojuS04CWOX?yJsFa This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x10 =5x4 =2x3 =3x6 =3x4 =5x6 =3x6 =3x4 =2x3 =5x4 =5x8 1 12 23 11 24 10 2 9 3 8 22 74521 6 T2 T1 T3 B1 B2 W2 W1 W2 W1 HW1 HW1 1-6-0 -1-6-0 5-3-2 13-4-0 5-3-2 18-7-2 8-0-14 8-0-14 8-0-14 26-8-0 7-5-11 17-0-13 9-7-3 26-8-0 9-7-3 9-7-36-5-150-10-126-5-7Plate Offsets (X, Y):[2:0-6-15,Edge], [9:0-6-3,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.19 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.30 10-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* B2:2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0, Right 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=1159/0-5-8, (min. 0-1-8), 9=1064/0-5-8, (min. 0-1-8) Max Horiz 2=165 (LC 10) Max Uplift 2=-445 (LC 10), 9=-386 (LC 11) Max Grav 2=1230 (LC 2), 9=1151 (LC 2) 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-605/0, 3-4=-1884/757, 4-5=-1762/763, 5-6=-1709/781, 6-21=-1715/806, 7-21=-1769/787, 7-22=-1819/781, 8-22=-1891/756, 8-9=-520/0 BOT CHORD 2-12=-594/1671, 12-23=-368/1257, 11-23=-368/1257, 11-24=-368/1257, 10-24=-368/1257, 9-10=-593/1679 WEBS 6-10=-300/659, 7-10=-350/353, 6-12=-293/648, 4-12=-343/349 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 9-1-1, Zone2 9-1-1 to 17-6-15, Zone1 17-6-15 to 23-8-0, Zone3 23-8-0 to 26-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 lb uplift at joint 9 and 445 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 11 1G7Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:25 Page: 1 ID:pINnoEsqt02BBVwpG1oU16ybjNP-IzFIw6SKMWl3CWNvDudaMYf4VJt6juK04CWOX?yJsFa This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =5x8 =5x4 =5x4 =3x3 4 1 2 9 10 3 T1 W1 B1 HW1 6-6-0 6-6-03-7-40-10-123-7-4Plate Offsets (X, Y):[1:0-2-12,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.15 4-7 >499 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.12 4-7 >626 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 1 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. REACTIONS (lb/size) 1=254/0-5-8, (min. 0-1-8), 4=254/ Mechanical, (min. 0-1-8) Max Horiz 1=149 (LC 10) Max Uplift 1=-70 (LC 10), 4=-160 (LC 10) 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/31, 3-4=-175/383 BOT CHORD 1-4=-677/240 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-0 to 3-0-0, Zone1 3-0-0 to 3-4-4, Zone3 3-4-4 to 6-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 1 and 160 lb uplift at joint 4. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 4 1G8Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:26 Page: 1 ID:h4dHdbvLwFYdg7EaVtsQCyybjNL-m9ph7STz7qtwqfy5mc8pvmCF_jEvSPHAJsFy3RyJsFZ This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 3.5356 12 =3x4 1 4 2 8 3 T1 B1 2-1-7 -2-1-7 5-3-9 5-3-9 5-3-92-5-140-6-32-0-15Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.07 4-7 >937 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=362/0-7-6, (min. 0-1-8), 3=129/ Mechanical, (min. 0-1-8), 4=55/ Mechanical, (min. 0-1-8) Max Horiz 2=134 (LC 6) Max Uplift 2=-245 (LC 6), 3=-105 (LC 10) Max Grav 2=362 (LC 1), 3=129 (LC 1), 4=93 (LC 3) 42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-854/283 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -2-1-7 to 2-1-7, Zone2 2-1-7 to 5-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 245 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1J1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:26 Page: 1 ID:d8BfEw4ZrhlZhBK94bhCkqybk1k-m9ph7STz7qtwqfy5mc8pvmCKijNRSPHAJsFy3RyJsFZ This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x4 1 4 2 3 T1 B1 1-6-0 -1-6-0 3-10-0 3-10-0 3-10-02-6-70-6-32-1-6Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=259/0-5-8, (min. 0-1-8), 3=93/ Mechanical, (min. 0-1-8), 4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=119 (LC 10) Max Uplift 2=-115 (LC 10), 3=-84 (LC 10) Max Grav 2=259 (LC 1), 3=93 (LC 1), 4=68 (LC 3) 43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-396/141 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 115 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 12 1J2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:26 Page: 1 ID:5Kl1RG4Bc_tQJLvMdJCRH2ybk1j-m9ph7STz7qtwqfy5mc8pvmCP5jPaSPHAJsFy3RyJsFZ This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x8 =5x4 1 5 2 3 4 T1 B1 HW1 1-6-0 -1-6-0 4-7-11 4-7-11 4-7-112-10-80-10-122-9-15Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 5-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=288/0-5-8, (min. 0-1-8), 4=114/ Mechanical, (min. 0-1-8), 5=54/ Mechanical, (min. 0-1-8) Max Horiz 2=138 (LC 10) Max Uplift 2=-112 (LC 10), 4=-107 (LC 10), 5=-5 (LC 10) Max Grav 2=288 (LC 1), 4=114 (LC 1), 5=80 (LC 3) 44 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/36 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 112 lb uplift at joint 2 and 5 lb uplift at joint 5. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1J4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:26 Page: 1 ID:fIHBha6Bf5uzsS?61DVElSybjlc-m9ph7STz7qtwqfy5mc8pvmCOljNoSPHAJsFy3RyJsFZ This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x8 =5x4 1 5 2 3 4 T1 B1 HW1 1-6-0 -1-6-0 2-7-11 2-7-11 2-7-112-0-80-10-121-11-15Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=219/0-5-8, (min. 0-1-8), 4=53/ Mechanical, (min. 0-1-8), 5=24/ Mechanical, (min. 0-1-8) Max Horiz 2=91 (LC 10) Max Uplift 2=-99 (LC 6), 4=-58 (LC 10), 5=-2 (LC 10) Max Grav 2=219 (LC 1), 4=53 (LC 1), 5=40 (LC 3) 45 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4, 99 lb uplift at joint 2 and 2 lb uplift at joint 5. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1J5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:26 Page: 1 ID:fIHBha6Bf5uzsS?61DVElSybjlc-m9ph7STz7qtwqfy5mc8pvmCP5jRrSPHAJsFy3RyJsFZ This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 3.535512 =1.5x3 =3x4 =5x4 =3x4 =3x4 =3x3NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 7 10 6 11 5 2 8 3 9 4 W1 T1 W5 B1 W2 W3 W4 2-1-7 -2-1-7 4-9-15 4-9-15 4-9-15 9-7-14 4-9-15 4-9-15 4-9-15 9-7-143-9-50-10-123-8-14Plate Offsets (X, Y):[2:0-1-8,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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. REACTIONS (lb/size) 5=437/ Mechanical, (min. 0-1-8), 7=564/0-7-6, (min. 0-1-8) Max Horiz 7=191 (LC 4) Max Uplift 5=-287 (LC 8), 7=-352 (LC 4) 46 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-522/369, 2-8=-635/292, 3-8=-563/294 BOT CHORD 6-11=-396/571, 5-11=-396/571 WEBS 2-6=-314/581, 3-5=-596/413 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint 7 and 287 lb uplift at joint 5. 6)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 9=-59 (F=-29, B=-29), 10=-6 (F=-3, B=-3), 11=-52 (F=-26, B=-26) BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1J6Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:27 Page: 1 ID:7VrZvw7qQP0qUcaIaw0TIfybjlb-EMN3LoUbu7?nRpXIKJg2SzlYM7icBosJXW?VbuyJsFY This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x8 =5x4 1 5 2 3 10 4 T1 B1 HW1 1-6-0 -1-6-0 6-11-0 6-11-0 6-11-03-9-140-10-123-9-5Plate Offsets (X, Y):[2:Edge,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.18 5-8 >448 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.22 5-8 >383 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 4 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=374/0-5-8, (min. 0-1-8), 4=178/ Mechanical, (min. 0-1-8), 5=86/ Mechanical, (min. 0-1-8) Max Horiz 2=191 (LC 10) Max Uplift 2=-139 (LC 10), 4=-161 (LC 10), 5=-6 (LC 10) Max Grav 2=374 (LC 1), 4=178 (LC 1), 5=124 (LC 3) 47 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-581/126 BOT CHORD 2-5=-448/260 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 2-7-5, Zone2 2-7-5 to 6-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 4, 139 lb uplift at joint 2 and 6 lb uplift at joint 5. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 4 1J7Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:27 Page: 1 ID:fIHBha6Bf5uzsS?61DVElSybjlc-EMN3LoUbu7?nRpXIKJg2SzlSJ7dABsXJXW?VbuyJsFY This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 3.5355 12 =3x4 1 4 2 8 3 T1 B1 2-1-7 -2-1-7 2-8-7 2-8-7 2-8-71-8-110-6-31-3-12Plate Offsets (X, Y):[2:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=284/0-7-6, (min. 0-1-8), 3=46/ Mechanical, (min. 0-1-8), 4=9/ Mechanical, (min. 0-1-8) Max Horiz 2=91 (LC 6) Max Uplift 2=-233 (LC 6), 3=-40 (LC 10) Max Grav 2=284 (LC 1), 3=46 (LC 1), 4=40 (LC 3) 48 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-693/248 BOT CHORD 2-4=-133/286 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -2-1-7 to 2-1-7, Zone2 2-1-7 to 2-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 233 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1J8Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:27 Page: 1 ID:hp8k48npc?kctQPaT8z3C3ybji9-EMN3LoUbu7?nRpXIKJg2SzlVN7lZBsXJXW?VbuyJsFY This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 3.5355 12 =3x4 1 4 2 8 3 T1 B1 2-1-7 -2-1-7 3-5-10 3-5-10 3-5-101-11-70-6-31-6-8Plate Offsets (X, Y):[2:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=303/0-7-6, (min. 0-1-8), 3=72/ Mechanical, (min. 0-1-8), 4=24/ Mechanical, (min. 0-1-8) Max Horiz 2=103 (LC 6) Max Uplift 2=-232 (LC 6), 3=-60 (LC 10) Max Grav 2=303 (LC 1), 3=72 (LC 1), 4=57 (LC 3) 49 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-733/255 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -2-1-7 to 2-1-7, Zone2 2-1-7 to 3-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 232 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1J9Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:27 Page: 1 ID:WE_Yufz5W5JmO2hks8zqRDybjNF-EMN3LoUbu7?nRpXIKJg2SzlVN7mTBsXJXW?VbuyJsFY This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x4 1 4 2 3 T1 B1 1-6-0 -1-6-0 2-6-8 2-6-8 2-6-82-0-00-6-31-6-15Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=216/0-5-8, (min. 0-1-8), 3=53/ Mechanical, (min. 0-1-8), 4=19/ Mechanical, (min. 0-1-8) Max Horiz 2=88 (LC 10) Max Uplift 2=-111 (LC 6), 3=-50 (LC 10) Max Grav 2=216 (LC 1), 3=53 (LC 1), 4=42 (LC 3) 50 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/125 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 111 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 13 1J10Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:28 Page: 1 ID:Sc5JJK?M2iZUeLr6zZ?IWeybjND-EMN3LoUbu7?nRpXIKJg2Szlar7n6BsXJXW?VbuyJsFY This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 3.5355 12 =3x4 1 4 2 8 3 T1 B1 2-1-7 -2-1-7 3-0-0 3-0-0 3-0-01-9-120-6-31-4-13Plate Offsets (X, Y):[2:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=291/0-7-6, (min. 0-1-8), 3=56/ Mechanical, (min. 0-1-8), 4=15/ Mechanical, (min. 0-1-8) Max Horiz 2=96 (LC 6) Max Uplift 2=-232 (LC 6), 3=-48 (LC 10) Max Grav 2=291 (LC 1), 3=56 (LC 1), 4=47 (LC 3) 51 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-708/251 BOT CHORD 2-4=-128/271 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -2-1-7 to 2-1-7, Zone2 2-1-7 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 232 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1J11Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:28 Page: 1 ID:sBnRxM1ELdx3VpZhehZ?8GybjNA-iYwRY8UDeR7e3z6Uu1BH_BHg7W57wJnSmAk28KyJsFX This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x4 1 4 2 3 T1 B1 1-6-0 -1-6-0 2-2-8 2-2-8 2-2-81-10-50-6-31-5-4Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=207/0-5-8, (min. 0-1-8), 3=42/ Mechanical, (min. 0-1-8), 4=12/ Mechanical, (min. 0-1-8) Max Horiz 2=80 (LC 10) Max Uplift 2=-112 (LC 6), 3=-41 (LC 10) Max Grav 2=207 (LC 1), 3=42 (LC 1), 4=35 (LC 3) 52 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/122 NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3 and 112 lb uplift at joint 2. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 9 1J12Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:28 Page: 1 ID:HmTaZO47dYJeMHIGKp6imvybjN7-iYwRY8UDeR7e3z6Uu1BH_BHlbW7WwJnSmAk28KyJsFX This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 3.5355 12 =3x10 1 5 4 2 6 3 W1 T1 B1 2-1-7 -2-1-7 4-7-1 4-7-1 4-7-12-3-60-10-122-3-0Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=102/ Mechanical, (min. 0-1-8), 4=38/ Mechanical, (min. 0-1-8), 5=346/0-7-6, (min. 0-1-8) Max Horiz 5=108 (LC 6) Max Uplift 3=-91 (LC 10), 5=-241 (LC 6) Max Grav 3=102 (LC 1), 4=79 (LC 3), 5=346 (LC 1) 53 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-297/638 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -2-1-7 to 2-1-7, Zone2 2-1-7 to 4-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 5 and 91 lb uplift at joint 3. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 2 1J13Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:28 Page: 1 ID:GytIsyS7euutkRvTqcikC8ybjNw-iYwRY8UDeR7e3z6Uu1BH_BHfeW5CwJnSmAk28KyJsFX This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x8 =5x4 1 5 2 3 4 T1 B1 HW1 1-6-0 -1-6-0 3-4-0 3-4-0 3-4-02-3-150-10-122-3-7Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 5-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MP Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-11-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=241/0-5-8, (min. 0-1-8), 4=76/ Mechanical, (min. 0-1-8), 5=35/ Mechanical, (min. 0-1-8) Max Horiz 2=107 (LC 10) Max Uplift 2=-100 (LC 6), 4=-75 (LC 10), 5=-3 (LC 10) Max Grav 2=241 (LC 1), 4=76 (LC 1), 5=54 (LC 3) 54 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 4, 100 lb uplift at joint 2 and 3 lb uplift at joint 5. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 11 1J14Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:28 Page: 1 ID:GytIsyS7euutkRvTqcikC8ybjNw-iYwRY8UDeR7e3z6Uu1BH_BHlbW6EwJnSmAk28KyJsFX This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 0.12512 =7x12 =10x12 =7x8 =5x4 6 5 4 1 2 3 W1 T1 W5 B1 W2 W3 W4 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 14-0-01-1-121-0-01-1-12Plate Offsets (X, Y):[6:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.57 5 >286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.46 5 >355 180 BCLL 0.0*Rep Stress Incr YES WB 1.00 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2, W5:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-5, 2-4 REACTIONS (lb/size) 4=545/0-1-8, (min. 0-1-8), 6=545/0-3-8, (min. 0-1-8) Max Horiz 6=45 (LC 9) Max Uplift 4=-429 (LC 6), 6=-431 (LC 6) 55 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-451/746, 1-2=-2443/3917, 2-3=-355/584, 3-4=-211/359 BOT CHORD 5-6=-630/417, 4-5=-3883/2440 WEBS 1-5=-3271/2035, 2-5=-134/255, 2-4=-2101/3362 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 6 and 429 lb uplift at joint 4. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 22 1P2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:29 Page: 1 ID:aOwfcbMA_wLEEz7tksYKkzybjMl-iYwRY8UDeR7e3z6Uu1BH_BHbHWuuw49SmAk28KyJsFX This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =7x8 =7x8 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x6 =2x3 =2x3 12 11 10 9 8 1 2 13 3 4 14 5 6 7 W1 T1 T2 W2 B1 ST3 ST2 ST1 1-6-0 -1-6-0 2-1-8 14-8-0 12-6-8 12-6-8 14-8-04-1-69-4-19-4-1Plate Offsets (X, Y):[2:0-3-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* W2:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9 REACTIONS All bearings 14-8-0. (lb) - Max Horiz 12=329 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 8 except 9=-144 (LC 10), 10=-125 (LC 10), 11=-716 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 8 except 9=432 (LC 2), 10=406 (LC 2), 11=315 (LC 2), 12=504 (LC 10) 56 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-280/226, 2-13=-388/192, 3-13=-383/208 WEBS 5-9=-261/236, 3-11=-413/508 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 8-3-9, Zone2 8-3-9 to 12-6-8, Zone3 12-6-8 to 14-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 9=144, 10=124, 11=715. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V1Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:29 Page: 1 ID:8nHf2jmgTSIn2JAz80oEC?ybizi-AkUplUVrPlFVh7hgSkiWXOqnKwIZfjqc?qUcgmyJsFW This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x4 =7x8 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =5x6 =1.5x3 =1.5x3 =2x3 11 10 9 8 7 1 2 12 3 13 4 5 6 W1 T1 T2 W2 B1 ST3 ST2 ST1 1-6-0 -1-6-0 4-1-8 14-8-0 10-6-8 10-6-8 14-8-03-3-67-8-17-8-1Plate Offsets (X, Y):[2:0-3-13,Edge], [5:0-2-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 89 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* W2:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 14-8-0. (lb) - Max Horiz 11=273 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 7 except 8=-108 (LC 6), 9=-155 (LC 10), 10=-524 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 7 except 8=406 (LC 2), 9=420 (LC 2), 10=284 (LC 2), 11=316 (LC 7) 57 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-301/138, 3-12=-296/155 WEBS 4-9=-258/214, 3-10=-324/400 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 6-3-9, Zone2 6-3-9 to 11-6-4, Zone3 11-6-4 to 14-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=108, 9=154, 10=524. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V2Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:29 Page: 1 ID:hTPGp3BhhiA2CRCe2owv_uybixs-AkUplUVrPlFVh7hgSkiWXOqstwMefjFc?qUcgmyJsFW This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =5x4 =5x5 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x6 =1.5x3 =1.5x3 =1.5x3 =2x3 12 11 15 10 9 8 1 2 13 3 14 4 5 6 7 W1 T1 T2 W2 B1 ST3 ST2 ST1 1-6-0 -1-6-0 6-1-8 14-8-0 8-6-8 8-6-8 14-8-02-5-66-0-16-0-1Plate Offsets (X, Y):[2:0-2-8,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 14-8-0. (lb) - Max Horiz 12=217 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 8 except 9=-136 (LC 6), 10=-150 (LC 10), 11=-369 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 8, 12 except 9=429 (LC 2), 10=407 (LC 2), 11=281 (LC 2) 58 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-257/203, 3-11=-250/305 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 4-3-9, Zone2 4-3-9 to 11-6-4, Zone3 11-6-4 to 14-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 9=136, 10=150, 11=369. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V3Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:29 Page: 1 ID:3jfZL4xy13HCR68xnobqa9ybj03-AkUplUVrPlFVh7hgSkiWXOqn0wOKfkTc?qUcgmyJsFW This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x4 =5x4 =1.5x3 =1.5x3 =3x4 =1.5x3 =2x3 8 7 11 6 1 2 9 10 3 4 5 W1 T1 T2 W2 B1 ST1 1-6-0 -1-6-0 1-9-8 8-4-0 6-6-8 6-6-8 8-4-01-7-64-4-14-4-1Plate Offsets (X, Y):[2:0-2-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=128/8-4-0, (min. 0-1-8), 7=353/8-4-0, (min. 0-1-8), 8=262/8-4-0, (min. 0-1-8) Max Horiz 8=161 (LC 7) Max Uplift 6=-55 (LC 6), 7=-250 (LC 10), 8=-60 (LC 6) Max Grav 6=157 (LC 2), 7=393 (LC 2), 8=262 (LC 1) 59 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-299/403 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 -1-6-0 to 1-6-0, Zone1 1-6-0 to 2-3-9, Zone2 2-3-9 to 6-6-8, Zone3 6-6-8 to 8-2-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 8, 55 lb uplift at joint 6 and 250 lb uplift at joint 7. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V4Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:30 Page: 1 ID:OP02vUJzKnQdP_zZev5FO?ybixi-fx2BzqWTA2NMIHGt?RDl3cN0bKmqOCPlEUD9CDyJsFV This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =1.5x3 =2x5 =1.5x3 =1.5x3 =3x4 =1.5x3 =1.5x3 7 6 5 1 2 3 4 W1 T1 T2 W2 B1 ST1 3-9-8 8-4-0 4-6-8 4-6-8 0-1-12 0-1-12 8-2-4 8-4-00-9-62-8-12-8-1Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.11 Horiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=131/8-4-0, (min. 0-1-8), 6=366/8-4-0, (min. 0-1-8), 7=146/8-4-0, (min. 0-1-8) Max Horiz 7=93 (LC 10) Max Uplift 5=-64 (LC 7), 6=-162 (LC 10), 7=-30 (LC 10) Max Grav 5=141 (LC 24), 6=366 (LC 1), 7=146 (LC 1) 60 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-266/365 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-1-12 to 3-1-12, Zone2 3-1-12 to 5-2-4, Zone3 5-2-4 to 8-2-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 7 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 30 lb uplift at joint 7, 64 lb uplift at joint 5 and 162 lb uplift at joint 6. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V5Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:30 Page: 1 ID:hlxhNtOMgwJdl3?vYtjuATybixb-fx2BzqWTA2NMIHGt?RDl3cN6OKnEOCalEUD9CDyJsFV This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x4 =3x4 =3x5 =5x4 1 4 2 3 T1 T2 W1 B1 2-4-6 2-4-6 5-9-8 8-1-14 8-1-141-0-10-0-41-0-1Plate Offsets (X, Y):[3:Edge,0-3-8], [4:0-2-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MR Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS (lb/size) 1=321/8-1-14, (min. 0-1-8), 4=321/8-1-14, (min. 0-1-8) Max Horiz 1=48 (LC 10) Max Uplift 1=-112 (LC 6), 4=-142 (LC 6) 61 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-705/533, 2-3=-517/422 BOT CHORD 1-4=-550/644 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-10 to 2-5-0, Zone2 2-5-0 to 5-0-12, Zone3 5-0-12 to 8-0-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 4 and 112 lb uplift at joint 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V6Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:30 Page: 1 ID:ZWACDERtk9p3DgIgnioqLJybixX-fx2BzqWTA2NMIHGt?RDl3cN_kKiHODGlEUD9CDyJsFV This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x4 =1.5x3 =1.5x3 =3x6 =1.5x3 =1.5x3 =3x6 =1.5x3 =1.5x3 =3x4 7 1 10 9 8 62 3 4 5 T1 T2 T1 B1 ST2 ST1 ST3 0-8-6 0-8-6 0-8-6 15-9-13 3-6-0 9-7-14 5-5-9 6-1-14 5-5-9 15-1-7 15-9-132-7-10-0-42-3-5Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 15-9-13. (lb) - Max Horiz 1=-64 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 9 except 8=-181 (LC 11), 10=-167 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 7 except 8=354 (LC 24), 9=271 (LC 1), 10=318 (LC 23) 62 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-3-12 to 3-7-0, Zone2 3-7-0 to 12-5-6, Zone3 12-5-6 to 15-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9 except (jt=lb) 10=167, 8=180. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V7Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:30 Page: 1 ID:_UcmMujEaKgORkUjxooNX4ybj1d-fx2BzqWTA2NMIHGt?RDl3cN7dKnCODNlEUD9CDyJsFV This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 512 =3x4 =5x6 =1.5x3 =3x4 1 3 4 109 2 T1 T1 B1 ST1 5-10-14 5-10-14 5-10-14 11-9-13 11-9-132-5-130-0-4Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horiz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 8-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=48/11-9-13, (min. 0-1-8), 3=48/11-9-13, (min. 0-1-8), 4=849/11-9-13, (min. 0-1-8) Max Horiz 1=57 (LC 10) Max Uplift 1=-33 (LC 10), 3=-44 (LC 11), 4=-281 (LC 10) Max Grav 1=96 (LC 23), 3=96 (LC 24), 4=849 (LC 1) 63 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-413/430, 2-9=-405/497, 2-10=-405/497, 3-10=-413/430 BOT CHORD 1-4=-404/495, 3-4=-404/495 WEBS 2-4=-647/666 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-10 to 3-0-10, Zone2 3-0-10 to 8-10-6, Zone3 8-10-6 to 11-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1, 44 lb uplift at joint 3 and 281 lb uplift at joint 4. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V8Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:31 Page: 1 ID:tFrHCFnleZBqwLoVAetJhwybj1Z-fx2BzqWTA2NMIHGt?RDl3cN4QKj9OAAlEUD9CDyJsFV This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 5 12 =3x4 =5x4 =1.5x3 =3x4 1 3 4 109 2 T1 T1 B1 ST1 3-10-14 3-10-14 3-10-14 7-9-13 7-9-131-7-130-0-4Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2023/TPI2014 Matrix-MSH Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 7-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=69/7-9-13, (min. 0-1-8), 3=69/7-9-13, (min. 0-1-8), 4=487/7-9-13, (min. 0-1-8) Max Horiz 1=36 (LC 10) Max Uplift 1=-37 (LC 10), 3=-44 (LC 11), 4=-155 (LC 10) Max Grav 1=91 (LC 23), 3=91 (LC 24), 4=487 (LC 1) 64 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-4=-190/314, 3-4=-190/314 WEBS 2-4=-340/469 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-22; Vult=155mph (3-second gust) Vasd=120mph; TCDL=5.0psf; BCDL=5.0psf; h=35ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior (2) zone and C-C Zone3 0-0-10 to 3-0-10, Zone2 3-0-10 to 4-10-6, Zone3 4-10-6 to 7-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 1, 44 lb uplift at joint 3 and 155 lb uplift at joint 4. BLUEWAVE BUILDERS INC/STRONG RFJobTrussTruss Type Qty Ply 72435534 1 1V9Truss Job Reference (optional) UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Daniela Chavez Davila Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 18:28:31 Page: 1 ID:DDfAFzqtS5p707gSyBTUOzybj1U-77caAAX5xMVDwRr3Z9k_cpvIpk6D7eLvS8zilfyJsFU This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.