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HomeMy WebLinkAboutTRUSS LAYOUT STAMPED - 22-00059 - Java EspressJob Truss Truss Type Oty Ply Coffee Express 22-123120T A01 Flat 5 1 [Java R75204239 ob Reference (optional) -.11-1.1,1.1-1 uc ey,ceuii to i ul, owan, ru- oaruo, Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:26 Page: 1 IO:HpKgvA_t_vmAXzTDG 1 XxUylZbz-RfC7PsB70Hg3NSgPgn L8w3u ITXbGKWrCDoi7J4zJC7f 5_ 5-6-6 1 10-9-0 14-4-8 15-11-10 21-0-8 2 -6-0 5_ 5-0-14 5-2-10 3-7-8 1-7-2 5-0-14 5_ 13 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. 0 0 dt r t0 M x6= 3x4= 2x4 a 3x6= 3x4= O 1 15 2 16 3 17 4 5 o) ut 0 0 m m N ry r_1 &:177 12 11 10 9 8 2x4 it 4x5= 4x6= 3x10- 4x5= Scale = 1:42.6 14 x6 18 6 7 2x4 it 5-6- 6 15-11-10 21-6-0 05-6-6 5-2-10 5-2-10 5-6-6 Plate Offsets (X, Y): [1:0-3-4,0-2-8], [&0-34,0-2-8], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.19 9 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0,48 Vert(CT) -0,30 9 >837 180 TCDL 10.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.04 7 rile n/a BCLL 0.0 Code IBC2018(rP12014 Matrix -MS BCDL 10.0 Weight: 118 Ib FT = 20 LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E cr 2x4 DF No.1 &Btr or 2x4 DF-N 180OF 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 180OF 1.6E *Except` 2-11,9-3,5-8:2x4 DF Stud/Std, 12-13,7-14:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. REACTIONS (size) 7=0-5-8, 12=0-5-8 Max Horiz 12=-204 (LC 9) Max Uplift 7=45 (LC 10) Max Grav 7=1540 (LC 1), 12=1540 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2721/521, 2-3=-3716/559, 3-5=-3716/559, 5-6=-2721 /523, 1-12=-1481/346, 1-13=0/0, 6-7=-1481/346, 6-14=010 BOT CHORD 11-12=-422/444, 9-11=-725/2721, 8-9=469/2721, 7-8=-61/104 WEBS 2-11=.1078/315, 2-9=-321/1093, 3-9=-804/211, 5-9=-323/1093, 5-8=-1078/315, 1 -11 =-605/2884, 6-8=-605/2884 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope) and C-C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 18-10-7, Corner (3) 18-10-7 to 21-3-4 zone; 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Provide adequate drainage to prevent water ponding. 4) H1 Simpson Strong -Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 49 lb up at 8-9-0, and 267 lb down and 49 lb up at 12-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-5=-90, 7-12=-20 Concentrated Loads (Ib) Vert: 16=-250, 17=-250 (F) Trapezoidal Loads (lb/ft) Vert: 1 =-1 40-to-1 5=-1 17, 1 5=-1 17-to-2=-90, 5=-90- to-18=-117, 18=-117-to-6=-140 NS 1 250 7,p�O TE O F `OP p=OW S A . HE�� March 14,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connection:. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,r building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire le' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf quality Criteria, OSB-89 and BCSI Building Component MiTek USA, Inc, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job uss TA'102 Truss Type Qty Ply Java Coffee Express 22-123120T Flat Girder 2 1 R75204240 Job Reference (optional) Irstsource Eagleson (Boise, ID), Boise, ID - 83705, Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:28 Page: 1 ID:rtpKgvA_t vmAXzTDG1XxUylZbz-RfC7PsB70Hg3NSgPgnL8w3ulTXhGKWrCDoi7J4zJC7f -5" 5-6-6 10-9-0 14-4-8 15-11-10 21-0-8 2 -6-0 5_ 5-0-14 5-2-10 3-7-8 1-7-2 5-0-14J-5-iB 13 4x5 = Scale = 1:42.6 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. = 3x6= 2x4 it 2 15 3 11 10 9 7xB= 6x8= 4x8= 3x6 = 3x6 = 16 4 5 17 8 18 19 7x8 a 5-6-6 10-9-0 15-11-10 21-6-0 5-6-6 5-2-10 5-2-10 14 6 4x5 = 7 Plate Offsets (X, Y): [1:0-6-0,0-2-8], [2:0-2-8,0-1-8], [5:0-2-8,0-1-81, [6:0-6-0,0-2-8], [8:0-2-0,0-4-12], [9:0-4-0,0-1-8], [11:0-2-0,0.4-121 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.26 8-9 >967 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.40 8-9 >624 180 TCDL 10.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.04 7 n/a n/a BCLL 0.0 Code IBC2018rTP12014 Matrix -MS BCDL 10.0 Weiaht: 133 lb FT = 20 LUMBER TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1800F 1,6E BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E `Except` 5-8,9-3,2-11:2x4 DF Stud/Std, 12-13,7-14:2x6 DF 180OF 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 7=0-5-8, 12=0-5-8 Max Horiz 12=-203 (LC 5) Max Uplift 7=-187 (LC 6), 12=-5 (LC 5) Max Grav 7=2431 (LC 1), 12=1801 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3382/113, 2-3=-4998/136, 3-5=-4998/136, 5-6=-4498/198, 1-12=-1711/36, 1-13=0/0, 6-7=-2179/119, 6-14=0/0 BOT CHORD 11-12=-236/294, 9-11=-222/3382, 8-9=-162/4498, 7-8=-73/192 WEBS 5-8=-832/205, 3-9=-807/86, 2-11 =-1 334/78, 5-9=-339/546, 2-9=-84/1764, 1 -11 =-38/3548, 6-8=-215/4707 NOTES 1) Wind: ASCE 7-16; VUIt=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat, II; Exp B; Enclosed; MWFRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCi ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design, 4) Provide adequate drainage to prevent water ponding. 5) One H2.5A Simpson Strong -Tie connectors recommended to connect truss to bearing walls due to UPLIFT at it(s) 12 and 7. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIrTPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 Ib down and 29 lb up at 8-9-0, and 267 lb down and 29 !b up at 12-9-0 on top chord, and 764 lb down and 36 Ib up at 15-6-12, and 177 lb down at 15-11-4, and 262 Ib down and 148 lb up at 19-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-5=-90, 7-12=-20 Concentrated Loads (lb) Vert: 15=-250, 16=-250 (F), 17=-764 (B), 18=177 (B), 19=-210 (B) Trapezoidal Loads (lb/ft) Vert: 1=-140-to-2=-90, 5=-90-to-6=-140 (F=-50) NAL 15250 U, 0 N 0, TF OF \©P PLO HEQ,C� March 14,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design into the overall building design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply Java Coffee Express 22-123120T A03 Flat 1 1 R75204241 Job Reference o tional nun: d.53 b bep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:29 Page: 1 [D:HpKgvA_t_vmAXzTDGl XxUyl'cbz-RfC7PsB70Hg3NSgPgnL8w3u[TXbGKWrCDoi7J4zJC?f 9 5� 5-6-6 1 10-9-0 1 15-6-0 5_ 5-0-14 5-2-10 4-9-0 9 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. 0 0 of LO Cl) x6 3x4 = 2x4 a 4x5 = 0 1 10 2 11 3 12 4 of 0 0 0 co c6 N N -s- 7!!�� ' N SFI 8 5 LeLli 7 6 2x4 it 3x6 = 4x8 = 2x4 u 5-6-6 10-9-0 15-6-0 5-6-6 5-2-10 4-9-0 Scale = 1:39.2 Plate Offsets (X, Y): [1:0-3-4,0-2-41,[4:0-2-0,0-1-81,[6:0-1-8,0-2-01,[7:0-2-0,0-1-81 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.12 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 Code IBC2018rTP12014 Matrix -MS BCDL 10.0 Weight: 82 lb FT = 20 LUMBER TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1BOOF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btf or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 'Except` 8-9:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. �..� REACTIONS (size) 5= Mechanical, 8=0'-5-8 Max Horiz 8=-131 (LC 11) Max Uplift 5=46 (LC 10) Max Grav 5=1194 (LC 1), 8=1098 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1744/493, 2-3=-17791434, 3-4=-1779/434, 4-5=-1143/313, 1-8=-1042/317, 1-9=0/0 BOT CHORD 7-8=-233/322, 6-7=49311744, 5-6=-15/60 WEBS 2-7=-640/266, 3-6=-B12/258, 1-7=-490/1820, 2-6=-152/98, 4-6=-472/1934 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-secand gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 12-11-7, Comer (3) 12-11-7 to 15-4-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lumi COL=i.iS Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Provide adequate drainage to prevent water pending. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI t. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 63 lb up at 8-9-0, and 267 lb down and 63 lb up at 12-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-4=-90, 5-8=-20 Concentrated Loads (lb) Vert: 11=-250, 12=-250 (F) Trapezoidal Loads (Ib/ft) Vert: 1=-140-to-10=-117, 10=-117-to-2=-89 S�ONAL �GEN E 15250 Z' U, o N \V9e �9 r `�P'� ate/ os o F �P q, HEP� March 14,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSii quality Criteria, DSB-89 and BCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sundae Avenue, Suite 270 Roseville CA 95661 Jo Truss Truss Type A04 Flat 22-123120T Builders FirstSource Eagleson (Boise, ID), Boise, ID .83705. Qty I ply I Java Coffee Express Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:29 ID:gNN7Vw511MYaoFYEFEBQofyEejs-RfC7PsB70Hg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC7f 0-5-8, 1_10-8 0-5--88 1-5-0 5 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. 4 0 rn ui M 3 6- 3x4= c 1 2 o� ui 0 0 o ao N N 4 3 5x6 = 2x4 it R75204242 Page: 1 1f � Scale = 1:42.2 F-Iete sts (X, Yy [1:0-3-0,0-2-8), [3:0-2-8,0-1-01, [4:0-3-0,0 Offe3-01 in (loc) I/deft Lid PLATES GRIP Loading TCLL (Roof Snow = 35.0) TCDL BCLL BCDL (pst) Spacing 35.0 Plate Grip DOL Lumber DOL 10.0 Rep Stress Incr 0.0 inn Code 2-0-0 CSI 1.15 TC 1.15 BC NO WB IBC2018/TP12014 Matrix -MP LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 OF-N 180OF 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1 BOOF 1.6E DF Stud/Std `Except' 4-5:2x6 DF 1800E WEBS 2x4 1.6E or 2x6 DF SS BRACING applied or TOP CHORD Structural c purl ns hexcelng ptt enver ticals. directly rtica s. F30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4=0-5-8 Max Horiz 4=-131 (LC 11) Max Uplift 3=-274 (LC 10). 4=-267 (LC 9) Max Grav 3=306 (LC 11). 4=285 (LC 12) FORCES (lb) . Maximum CompressionlMaximum Tension TOP CHORD 1-2=-4061232, 2-3=-702/450, 1-4=-83/147, 1-5=0I0 BOT CHORD 34=010 WEBS 2.4=4341761 NOTES 3. Vult=115mph (3-second gust) 1) Vasd 91Smph; TCDL=4.2psf, BCDLS6 Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Comer (3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. Provide adequate drainage to prevent water ponding. Refer to girder(s) for truss to truss connections. OEFL 2201195 0.22 Vert(LL) n/a- n/a 999 MT20 0.01 Vert(CT) 0.00 3-4 1999 180 0.24 Horz(CT) n/a n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 3. 6) One H2.5A Simpson Strong -Tie connectors recommended to connect truss to bearing walls due to UPLIFT at it(s) 4. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 22 lb FT = 20% S�pNAL ' NS 1 950 N 0 0 TF o F March 14,2023 l-7473 rev. 2020 /ARNING - Verity design parameters and READ NOTES ON THIS sad only upon parameters shown, and Is for anCLUDED MITEK REFERENCE PAC3E tind'v dual building component, 7bracing7TI , •n valid for use only with MiTsW connectors. This design is b N E?k i system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the ov i design, Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanentSA, Inc.equlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding thenrise Avenue, Suite 27D n, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quallry CrltarH, OSB-89 and BCS! Bule CA 95661 'venation available from Truss Plate Institute, 2670 Crain Highway, Suite 2D3 Waldorf, MD 20601 Job Truss Truss Type city Ply Coffee Express 22-123120T A05 Flat Girder 1 1 FJ8,vb8R R75204243 eference (optional) ounuers rnrswouroe tagleson (noise, lu), (Seise, lu - 63fub, 0 oD r4 Scale = 1:23.7 4 Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:29 Page: 1 ID:Cnwsfx7sXvS91XdcVQITQzyEeho-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 3x4 = 2x4 n 5 2x4 u 2 4x5 = 3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.01 3-4 >999 240 MT20 220/195 (Roof Snow = 35.D) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 3-4 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018rrP12014 Matrix -MP BCDL 10.0 Weight: 24 lb FT = 20 LUMBER TOP CHORD 2x4 OF 18001' 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 180OF 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 OF SS WEBS 2x4 OF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical Max Uplift 3=-136 (LC 5), 4=-136 (LC 5) Max Grav 3=282 (LC 18), 4=282 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-161/16, 1-2=0/0, 2-3=-161/16 BOT CHORD 3-1=0/0 WEBS 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; CS=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 4 and 136 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 296 lb down and 283 lb up at 1-11-4 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 + Snow (balanced): Lumber Increase=1,15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-67 (F) March 14,2023 A WARNING -verify design paramaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTP11 quality Criteria, DSE-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville -- ----- Job 1-T Truss Truss Type City Ply Java Coffee Express 22-123120Job A06 Flat Girder 1 1 R75204244 Job Reference (optional) Bumers i-irslaource tagleson (Boise, ID), Boise, ID - B3705, 0 N 4 Run: 8.53 S Sep 22 2022 Print: 8,530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:29 Page: 1 ID:kJg2unnZnN BjbmF8SeiFhAyEehg-RfC7PsB70Hg3NSgPgnL8w3ulTXbGK WrODoi7J4zJ C7f 3-10-8 3x4 = zx4 „ 1 2 2x4 n 5 4x5 = 7 Scale = 1:23.7 3-10-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.04 3-4 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.06 34 >709 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018ITP12014 Matrix -MP BCDL 10.0 Weight: 24 lb FT = 20 LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF-N 180OF 1.6E BOT CHORD 2x6 OF 1800F 1.6E or 2x6 OF SS WEBS 2x4 OF StudlStd BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical Max Uplift 3=-24 (LC 5), 4=-24 (LC 5) Max Grav 3=784 (LC 1), 4=784 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-161/16, 1-2=0/0, 2-3=-161/16 BOT CHORD 3-4=0/0 WEBS 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vu1t=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1,00; Cat. II; Exp B; Enclosed; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10: IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4 and 24 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1174 lb down and 58 lb up at 1-11-4 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1174 (B) 5 S 15250- 7 to OF VD, P`y0 S A . HEp,� March 14,2023 ® WARNING - verify design panameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mik7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall N!, building design. Bracing indicated is to prevent buckling o1 individual truss web and/or chord members only. Additional temporary and permanent bracing� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrTP11 quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job s rAO Truss Type City Ply Java Coffee Express 22-123120T Flat 1 1 R75204245 Job Reference (optional) w„ ... 1 „.1-- ­y,eaun tooise, iu/, guise, w - ooruo, Hun: 8.b3 5 Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:30 Page: 1 ID:oflwe2JjTGwFID6uHgFSglyC2Ge-RfC7PsB70H g3NSgPgnL8w3ulTXbGKWrCDoi7J4zJ C7f 3-10-8 3x4 = 2x4 it 1 2 0 co N 4 2x4 if 3x4 - 3 Scale = 1:23.7 3-10-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) nla - nla 999 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix -MP BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1 BOOF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 3= Mechanical, 4= Mechanical Max Grav 3=197 (LC 1), 4=197 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-161/105, 1-2=0/0, 2-3=-161/105 BOT CHORD 3-4=0/0 WEBS 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=911mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. Il; Exp B; Enclosed; MWFRS (envelope) and C-C Corner (3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate FN DOL=1.15); Is=1.0; Rough Cat B; Partially Exp,; Ce=1.0; 4�5c,\ONAL � Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load S applied where required. 3) Provide adequate drainage to prevent water ponding. 53 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 1 250 International Building Code section 2306.1 and N referenced standard ANSI/TPI 1. ��IpC, LOAD CASE(S) Standard ��RTF OF \D`� �. H . March 14,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. S11912020 BEFORE USE. Design valid for use only with MITek© connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 400 Sunrise Avenue, Suite 270 Roseville CA 96661 Job Truss Truss Type Qty Ply Java Coffee Express 22-123120T B01 Flat g 1 R75204246 ....�..- Job Reference (optional) O w M 4 4 co 11.1 1. .— oap zz zucz rnnr. o.osu s sep zz 2022 MiTek Industries, Inc. Tue Mar 14 13:26:30 Page: 1 ID:VbZAgnhzrwab W uzjrzFfaNyla6t-RfC7PsB7OH g3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC7f 5 3-6-6 6-9-0 9-11-10 13-0-8 �16 00-5- 3-0-14 3-2-10 3-2-10 3-0-14 10 9 0 0 5 8= M u1 N o 1 o� O O N 8 EEI 3x6 - ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. 3x6 = 11 2 w 2x4 n 3x6= x LO = 3 4 12 5 6 7 3x10 = 3x6 = b-U-U 1 13-6-0 Scale = 1:41.5 6-9-0 6-9-0 Plate Offsets (X, Y): [1:0-2-14Edge], [5:0-2-12,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) 1/defl TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.11 7 >999 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.18 7-8 >8B5 TCDL 10.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.03 6 n/a BCLL 0.0 Code IBC2018ITP12014 Matrix -MP BCDL 10.0 LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.18Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1$Btr or 2x4 DF-N 1 BOOF 1.6E WEBS 2x4 DF Stud/Std 'Except' 8-9,6-10:2x6 DF 180OF 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. -- -- _ REACTIONS (size) 6=0-5-8, 8=0-5-8 Max Horiz 8=186 (LC 10) Max Uplift 6=41 (LC 10), 8=-9 (LC 9) Max Grav 6=900 (LC 1). 8=752 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/151, 2-3=-2537/628, 3-4=-2537/628, 4-5=-801/561,1-8=-181/82, 1-9=0/0, 5-6=-288/136, 5-10=0/0 BOT CHORD 7-8=-565/1756, 6-7=-641/1946 WEBS 3-7=-300/124, 2-7=-223/822, 2-8=-1702/563, 4-7=-290/621,4-6=-1843/612 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=9lmph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 10-10-7, Corner (3) 10-10-7 to 13-34 zone; 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Provide adequate drainage to prevent water ponding. 4) One H2.5A Simpson Strong -Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVrPI 1. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-3=-90, 6-8=-20 Trapezoidal Loads (Ib/ft) Vert: 3=-87-to-4=-123, 4=-1 23-to-1 2=-1 33, 12=-133- to-5=-160 L/d 1 PLATES GRIP 240 MT20 220/195 180 n/a ht: 70 lb FT = 20% March 14.2023 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with posslble personal injury and property damage. For general guidance regarding the MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-69 and BCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type city Ply Java Coffee Express 22-123120T C01 Flat 8 1 R75204247 Jab Reference (optional) ••-•---•-� �oe.���, ����� ,ter, ��nun: d.ai b Sep 22 2uz2 Print 8.530 5 Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:30 Page: 1 I D: uxgr32h4D_OTx4vUd G7JfkylZ00-RfC? PsB70 H q 3 N Sg Pq n L8w3u ITXbG KWrCOoi7J4zJ C?f 0-5 4-11-1 1 9-6-7 14-0-0 5_ 4-5-9 4-7-5 4_5-9 5 10 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. 4 4 T C? N M o g 9 rn Q 4 x6= 4x5= 4x5= Of N N 0 1 11 2 12 3 13 d, O O N y' 8 7 6 4x5 = 4x5 = 4x5 = 4-11-1 9-6-7 14-5-8 4-11-1 4-7-5 4-11-1 Scale = 1:41.5 Plate Offsets (X, Y): (1:0-3-0,Edgej, [20-2-0,0-1-121, [4:0-6-8,0-2-121. [6:0-2-0,0-1-121, [8:0-2-4,0-2-01 O T N 5x12 = 5 2x4 it Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.17 6-7 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.27 6-7 >632 180 MT20HS 1651146 TCDL 10.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.04 5 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix -MP BCDL 10.0 Weight: 75 lb FT = 20 LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF ND.1 &Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 8-9,5-10:2x6 OF 180OF 1.6E or 2x6 DF SS, 7-2,6-3:2x4 OF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or B-4-12 oc bracing. REACTIONS (size) 5=0-5-8, 8=0-5-8 Max Horiz 8=186 (LC 12) Max Uplift 5=-37 (LC 10). 8=-5 (LC 9) Max Grav 5=956 (LC 1), 8=802 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-233/176, 2-3=-2516/547, 3-4=-2676/825, 1-8=-245/103, 1-9=0/0, 4-5=-904/308, 4-10=010 BOT CHORD 7-8=-559/2516, 6-7=-638/2676, 5-6=-420/461 WEBS 2-8=-2343/648, 2-7=-2/155, 3-7=-307/2B5, 3-6=-435/220, 4-6=-738/2406 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope) and C-C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 11-9-15, Corner (3) 11-9-15 to 14-2-12 zone; 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) One H2.5A Simpson Strong -Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 5. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-12=-90, 5-8=-20 Trapezoidal Loads (Iblft) Vert: 12=-90-to-3=-1 D7, 3=-107-to-13=-133, 13=-133-to-4=-160 MAL 15250 7 u3 �Q N y901TF O F \pP S A. HEM March 14,2023 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TIoll Quality Criteria, DSB-89 and BCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sundse Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type City Ply Coffee Express 22-123120T CO2 Flat 1 1 [Java R75204248 :] b Reference (olotionall ------ — --•• --•- •—�+ •� - ��+ mun. o.oa a aep zz zuzz F'nnC B.bau 5 Sep 22 2022 MiTek Industries, Inc. Tue Mar 14 13:26:30 Page: 1 ID:OC3xbl1 ROUtupD9clfgFSnylJvg-RfC9PsB70Hg3NSgPgnL8w3u1TXbGKWrCDoi7J4zJC7f 0 91 m v? N � O O) N O O 8 4-11-1 9-6-7 14-0-8 +5- 5- 4-5-9 4-7-5 4-6-1 g ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD 10 AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW, 2x4 n 5x6 - 4x5 = 4x5 - 5 4-11-1 9-6-7 14-6-0 4-11-1 4-7-5 4-11-9 Scale = 1:27.4 Plate Offsets (X, Y): [1:0-3-8,Edge], [3:0-1-12,0-2-0], [4:0-3-0,Edge], [5:0-2-4,0-2-0], [7:0-3-0,0-1-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 (Roof Snow = 35.0) Plate Grip DOL 1.15 Lumber TC 0.35 Vert(LL) -0.16 6-7 >999 240 MT20 220/195 DOL 1.15 BC 0.42 Vert(CT) -0.26 6-7 >653 180 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix -MP BCDL 10.0 Weight: 66 lb FT = 20% LUMBER 4) This truss is designed in accordance with the 2018 TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or International Building Code section 2306.1 and 2x4 DF-N 1800E 1.6E referenced standard ANSI/TPI 1. BOT CHORD 2x4 OF 1 BOOF 1.6E or 2x4 OF No.1&Btr or LOAD CASE(S) Standard 2x4 DF-N 1800F 1.6E WEBS 2x4 OF Stud/Std `Except" 8-9,5-10:2x6 DF 180OF 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. . REACTIONS (size) 5=0-5-8, 8=0-5-8 Max Horiz 8=-97 (LC 9) Max Grav 5=772 (LC 1), 8=772 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2382/466, 2-3=-2393/469, 3-4=-237/183, 1-8=-722/204, 1-9=0/0, 4-5=-246/102,4-10=0/0 BOT CHORD 7-8=-292/260, 6-7=-578/2382, 5-6=-484/2393 WEBS 2-7=-388/165, 3-6=0/110, 1-7=-472/2203, 2-6=-99/96, 3-5=-2210/471 NOTES 1) Wind: ASCE 7-16; VuR=115mph (3-second gust) `ONAr! F� Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; �Cj N S /2 Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope) and C-C Corner (3) 0-2-12 to 2-7-9, Exterior 2-7-9 O (2) to 11-10-7, Comer (3) 11-10-7 to 14-3-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for 1 2 cJO reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; N O ,�, Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1,10; IBC 1607.11.2 minimum live load F �0 roof applied where Qs ���4 required. HE4 3) Provide adequate drainage to prevent water pending. March 14,2023 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ij building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlt Quality Criteria, DSB-89 and BCSI Building Component MiTek USA, Inc. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA 95661