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HomeMy WebLinkAboutTRUSS SPECS - 21-00488 - Denny's - New Commercial Bldgk Re: 215129 Denny"s Rexburg MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 The truss drawing(s) referenced to have Co ponen s, been prepared by MiCek USA, Inc. under my direct supervision based on the parameters provided I Pages or sheets covered by this seal: R70610379 thru R70610388 My license renewal date for the state of Idaho is January 31, 2024. Idaho COA: 853 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIITPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information Included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the use, applicability of the design parameters or the designs for any parbuilding. the building designer should verify applicability of design parameters and properly incorporate these designs Into the overall building design per ANSUTPI 1, Chapter 2. MONOPITCH 1 4x6 = Snie =1:75.5 4X6 - dz5 =q_ 20 2 21 22. 35 4 23 2x4 II 24 4z66 = 4x6 = 4z5 = 7 B 025 12 4x5 = 3X4 II 25 9 26 10 18 27 17 28 16 4A - 3x5 - 3z6 = 15 29 14 13 30 12 31 Sea = 3x5 = 3z5 = 11 SAS = 3x5 = 9-11-6 19-74 9 11 8 2g-93 9 7 14 LOADING (psf) 6- 97 65-3-6 TCLL 30.0 SPACING- 2-0-0 8-9-1 DEFL (Roof Snow=30.0) Plate GNP DOL 1.00 TCI 0.49 Vert In (loc) Udefl Ud 7CDL 7.0 Lumber DOL 1.15 -0.1517-18 -999 PLATES GRIP BC 0,56 Vert(CL) 360 BCLL 0.0 • Rep Stress Incr NO WB (T) -0.34 17-1a >686 240 TA220/195 BCDL 10.0 Code IBC2018/T- 14. Horz(CT) 007 11 Na Na Matnc�SH I'd( 0.05 12-14 >999 240 LUMBER- Weight: 25116 FT=15% TOPCHORD 216 OF SS BRACING- BOT CHORD 2X4 OF No.i&Btr TOP CHORD Structural wood sheathing directly applied or i oc purlins, WEBS 2x4 DF Stud 'Except' except end verticals. 18-19: 2x6 DF SS, 9-11: 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 REACTIONS. WEBS i Row at midpt 11=0-3-8, 15=0-5-8 (size) 18=321 oc bracing. 2-18, 3-15, 6-15, 9-11 Max Horz 18=321(LC 9) (L Max Uplift 18=-116(LC 8), 11=89(LC 8), 15=260(LC 12) Max Grav 18=938(LC 1). 11-1299(LC 1), 15=3465(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown - TOP CHORD 1-18-390/141, 1-2=-498/407, 2-3=-819/263, 3-5=-664/2160, 5-6=&56/2158, 6-8=1248/370, 8-9=1956/5231 10-11=292/120 BOT CHORD 17-18=-659/1202, 14-15=209/726, 12-14�549/2030, 11-12=-099/1797 WEBS 2-18=-1168/534, 2-17=-515/392, 3-17=-189/799, 3-15=- 6-15=3216/865, 6-14=-135/926, 8-14=- 2598/869, 5-15=-771/30% 100o/344, 9-12=0/359, 9-11=-1991/558 NOTES. 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; tD BCDL�.Opsg h=25N; Cat II; Exp C; Enclosed; left FRSi n and (envelope) and C-C Conner(3) 0-2-12 to 5-2-12, Eztenor(2) 5-2-12 to 40-1-12, Comer(3) 40-1-12 45-1-12 9 exposed end ; zone; cantilever 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=30.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; C5=1.00; CI=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent • 5) with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M Will fit between the bottom chord and any other members. wide 18ovide mechanical fi) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) 11 except Ut=1b) Sc.10NAL 7) This truss is designed in accordance with the 2018 international Building Code sectlon 2306.1 8) Load / SF and referenced standard ANSI/TPI 1. case(s) 1, 2, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they the intended use this F` of truss. are coned for 9) This truss has been designed for a moving concentrated load of 100.0I1d dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcument 15250 with any other live loads. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). (f) LOAD CASES) 1)Dead +Snow �O 90p TF (balanced): (plancetl): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) O F \Op. PLO S Vert: 10-21=-104(F=-30), 11-18=20 A. HIS April 28,2022 ® WAP.:auG -V-4y design parameters and READ NOTES ON THIS AND INCLUDED IAREK REFERENCE PAGE 14II-7,172 rev. 5fi0"2'.20 BEFORE USE. Design valid for use only with MRek®g Is becetl only designer dhis shut' t upon parameters shove, and Is ratan individual burn designer musing of i pie appAcatigity of deep parameters and g COnto thenf. not o truss system. Before use, the ed is to Into the averdl bulldog design. among Indicated is to prevent buckling or lndividuallmas web andlor choN Is EdU �1 members poly. nal temporaryand always required far Stability and to prevent collapse whi possfbk personal injury antl prop dame e. For patmanent Uracmg fabdcetbn, storage, tlelivery, emotion and leasing 9 general guider regarding the MiTek' oftruases end trues syatema, sce g aahy/n(ormaaen availablefrom Trues Plate lnstil01e.26]O Crain WgM1way; Su0a 203 WaWoS fi01��O rr;0.S&ag and8C5/BulWiag Componanr Wok USA, Ind. 90 Sunrise Avenue, Suite 90 I�d • Type City Timm2t5129 Ply Denny-s Rexburg R70610379 J� T—a Al MONOPITCH e i Job Reference o bonsai 62021 MiTek lndustnes, Inc. Wed ADr 27 t0:02:292D22 Pal __._ _, _.a�00� 6.530s Dec me IntefraComponents, ll rike I13:aLrS4Ojn5lrKbaX0eD0FX1 y9K3trUeUpcwssaru0" LOAD CASE(S) Standard Trapezoidal Loads (plO Vert: 1=-134(F=-30)-to-21=-104(F=-30) 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-21=-81(F=-23), 11-18=-20 Trapezoidal Loads (pill) Vert: 1=104(F=-23)-to-21=-81(F=-23) 19) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increasl.60, Plate Increase=1.60 Uniform Loads (Pill Vert: 10-21=-69(F=-23), 11-18=-20 Horz: 1-18=18, 1-19=38, 1-112, 10-11=5 Trapezoidal Loads (plf) Vert: 1=92(F=23)421=-69(F=-23) 20) Dead+ 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Iri Right): Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads PM Vert: 10-21=77(1`=23), 11-18=20 Horz: 1-18=5, 1-19=-38, 1-10=-5, 10-11=18 Trapezoidal Loads (pit) Vert: 1=-99(F=-23)-to-21=77(F=-23) 21) Dead +0.75 Snow (bal.)+ 0.75(0.6 MWFRS Wind (Neg. Int)1st Parallel): Lumber Increafal.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 10-21=69(F=23), 11-18=20 Hoe: 1-18=14, 1-19=-25, 1-10=12, 10-11=3 Trapezoidal Loads (pill) Vert: 1=92(F=23)40-21=69(11`=-23) 22) Dead +0.75 Snow (bi l.)+0.75(0.6 MWFRS Wind (Neg. Irk) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 10-21=-77(F=-23), 11-18=20 Horz: 1-18=3, 1-19=-25, 1-10=5, 10-11=-14 Trapezoidal Loads (pill) Vert: 1=-99(F=23)-to-21=-77(F=-23) 23) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (ptf) Vert: 10-21=-84(F=30), 11-18=-20 Trapezoidal Loads (p8) Vert: 1=-114(F=-30}to-21=-84(F=-30) A WARNING-Vafllyoesyn paransurc and READ NOTES ON THIS AND INCWDED MREKREFERENOE PAGE 1,1II-7473 rev. 5t1912n20 BEFORE USE. Design vsliB for use only with MRal wnnadors. This design a based only upon parameters shown, and Is Il an Individual Wilding component, not a Was system. Books use, no balding designer must verify the appllcabllly, of design pamm it and pmpady Incorporate Nis design into the overall building design. Ell Indicatetl as to prevent buckling of Individual tmas web anchor should members only.A idonal tempourzry and Formanenl tread MiTek' is always required for stabilRy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mnl USA, Mc fabrication, sion ge, delivery, enal and bredng of busses and buss systems, see ANSIRPIf Quell Crifems, Deal and BCV Bo➢dlnB Component pop Sunrise Avenue. Sole 270 Saretylnfmmasm avallatle hone Tmas Plate Instdute, 2670 Crain Mghway, SNte 203 Wallod. MO 20601 Roseville CA 95NI 215129 Truss Type Oty Ply :I I I I s Rexburg • MONOPITCH 20 I1 R70610380 316 = 24 1 23 0.25 12 4x5 = 2x4 II 4x10 = 4x5 = 2x4 II 46 = ass = 26 2 2728 3 4 29 5 30 6 31 7 8 32 9 33 1011 34 35 12 36 13 37 22 38 21 20 39 19 to 40 17 16 41 3x5 = 3.6 = 6x10 = 08 = LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud (Roof Snow=30.0) Plate Grip DOL 1.00 TC 0.55 Vert(-L) -0.27 17 >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Ven(CT) -0.48 17-19 >976 240 BCLL 0.0 .. Rep Stress Incr NO WB 0.92 Hom(CT) 0.10 14 n/a Na BCDL 10.0 Code IBC2018/TPI2014 MatrixSH Wind(LL) 0.16 17 >999 240 LUMBER- BRACING - TOP CHORD 2x6 OF SS Scale=1:97.3 15 42 14 3x5 = 6.8 = 58-0-0 9b PLATES GRIP MT20 2201195 Weight: 329 lb FT=15% BOT CHORD 2x4 OF No.18Btr TOP CHORD Structural Wood sheathing directly applied or 4-3-14 oc purling; WEBS except end verficals. 2x4 OF Stud *Except' BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. 23-24,14-25:2x6 OF SS, 6-20,10-17,12-14:2x4 OF No.2 WEBS 1 Row at midpt 3-20, 6-20, 12-14 REACTIONS. (size) 23=0-", 14=0-5-8, 20=0-5-8 Max Hom 23=410(LC 11) Max Uplift 23=-99(LC 8), 14--124(LC 8), 20=343(LC 12) Max Gran, 23=528(LC 1), 14=1724(LC 1), 20=3630(LC 1) FORCES. (Ib) - Max. Comp/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-23=340/138, 1-2=302/403, 2-3=356284, 3-5=1344/3413, 5-6=-1336/3411, 6-8=1544/655, 8-9=-3690/1405, 9-10=3690/1412, 10-12=2997/1154, 12-13=-305/267, 13-14=350/150 BOT CHORD 22-23=-640/489, 20-22=-1074/600, 17-19=-941/2609, 15-17=1154/3491, 14-15=-760/2335 WEBS 2-23=-285/334, 2-22=803/548, 3-22=-343/1079, 3-20=2559/1086, 5-20=586/322, 6-20=4058/1417, 6-19=479/1832, 8-19=-1532/635, 8-17=337/1209, 9-17=468/276, 10-15=-746/403, 12-15=231/1002, 12-14=-2593/881 NOTES. 1) Wind: ASCE 7-16: Vult=115mph (3-second gust) Vasd=91mph: TCDL=4.2ps1; 13CDL=6.Opsf; h=25f; Cat. 11; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Extedor(2) 5-2-12 to 53-3-0, Comer(3) 53-3-4 to 58-3.4 zone; cantilever left and fight exposed ; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL ASCE 7-16; Pf--30.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live bads. 6) `This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-M tail by 2-0-0 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 100 to uplift at )oir l(s) 23 except (t=1b) 14=124,20=343. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss has been designed for a moving concentrated load of 100.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconourrent with any other live loads. LOAD CASE(S) Standard April 28,2022 28 A WARNINGVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, & IS20n BEFORE USE. Design valid for use only with MRek41 connectors.Inds design is based only upon parameters shown, and is for an Individual building component, col ��' a truss siodo n. Behave use, Ire building designer must verify us, appicelcity of design parameters and property inooryoone Nis design Into Me overall Lvrlcasi9n. Bracing lndicatetlistoprevent buckling oflndiodualpress weband/or chain members only. Additional temporary and permanentbramp, is always required for stability MiTek' and to prevent collapse whin possihle personal injury and properly damage. For general gukanca replacing tlID recreation, scrag& delivery, erection and bracLg ofuusaes and bua systems, see ANSI?P/1 puafW CnIfi , SSB and SCSI Buffief Comyonenf MITek USA Inc Seguy perennal available form Trues Place LlsOlute, 2670 Crain Highway, Sure 2a3 Walked, MD 20601 40D Sunrise Avenue, Suite 270 CA g5661 Jab Tmss Tribes Type Dry Ply Denny's Rexburg R70810380 215129 A2 MONOPITCH 20 1 Job Reference (MI ell Intetrame Components, LLC, Nampa, ID - 83587. 8:530 s Dec 6 2021 anek Industries, Inc. Wed Apr 27 10:02:312022 Page 2 ID:sLrS40jn5irKbaX0e00FXiy9K37-K1021c17gc6sdg2LyOpol2KUdizfFS2j XefLezMYbs LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 2735=-74, 14-23=-20 Trapezoidal Loads (plf) Vert 1=-124-to-27=74, 35=-74-to-13=-124 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15. Plate Increase=1.00 Uniform Loads (plf) Vert 27-35=-59, 14-23=20 Trapezoidal Loads (plf) Vert 1=-96-to-27=-59, 35=-59-to-13=-96 19) Dead +0.75 Snow (bet.)+0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 27-35=-47, 14-23=20 Horz: 1-23=18, 1-24=38, 1-13=12, 13-14=5, 13-25=25 Trapezoidal Loads (plf) Vert: 1=-844o-27=47, 35=47-to-13=-84 20) Dead +0.75 Snow (bel.)+0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 27-35=54, 14-23=20 Horz: 1-23=-6, 1-24=25, 1-13=-5. 13-14=18,13-25=38 Trapezoidal Loads (pit) Vert: 1=924o-27=54, 35=-54-to-13=92 21) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. int)1sl Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 27-35=47, 14-23=20 Horz: 1-23=14, 1-24=25, 1-13=12, 13-14=3, 13-25=25 Trapezoidal Loads (plf) Vert: 1=-Wto-27=-47, 35=-47-to-13=-84 22) Dead +0.75 Snow (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 27-35=54, 14-23=20 Horz: 1-23=-3, 1-24=25, 1-13=5, 13-14=14, 13-25=25 Trapezoidal Loads (plf) Vert: 1=-92-to-27=54, 35=54-to-13=-92 23) Dead+ Minimum Snow: Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 27-35=-54, 14-23=20 Trapezoidal Loads (plf) Vert: 1=104-to-27=54, 35=-54-to-13=-104 tl WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MRER REFERENCE RW2E lull-74 [— o1 v. —'_o BEFORE USE. �� Design valid for use only with MI" connectors. This tleaign is Need! only upo n parameter; shown, add is for an individual building componani, rot a truss system_ 8efae use, the building desgner must verfythe appiimbdity of desgn parameters and pmpedy income2te this design into tr,s overall bullding design. Belie dig indealed is W prevent buckling of Individual and web and/orchom members only. Polltemporary antl permanent b2cing MTek' is always required for stability and to prevent collapse with possible personal injury and property demaga For general guidanc<regamhg be MITek USA Ind. fabdcatdn, storage, delivery, areofgn and ending of busses and truss systems, see vAN3groll DueGry edtsda, DS&89 andBCSI Building Component -.... ---- .e..,.. �. 400 Send" Avenue. Suge 2]o Job Truss Truss Type Qty Ply Denny"s Rexburg 215129 A3 MONOPITCH R71i610381 6 1 Intiefrisme C mponente LLC N pa ID 83687 J b R f n i net 8.530S Dec 62021 MTek Industries, Inc. Wed Apr 27 10:02:33 2022 Pagel 7-0.7 13-g-5. IDs4S4QJn6irKbaXOe00FXTygK37-GQ8KSIvNCDOat68k4rd5NTQMXWJLaOSr4mQOzMYbq 7-0-7 BS75 20E4 6-6-15 2611A 65-0 33-4-12 3>}10-0 463-0 53-0-0 BS4 65-4 _54 5A 12 Scale=1:88.4 - Bx8 - 0.25 12 4,6 = 25 24 4xe = 05 _ 4x5 = 4X6 = Ads = 2x4. 11 32 4f� - 4x5 = 4x8 - 4x5. _ k126 2 27 28 3 4 29 5 3031 8 7 8 33 9 10 34 35 11 36 t2 5;;:� v 23 37 Y2 38. 21 20. 3g 19 40 18 17 41 16 16 42 14 43 l 3 3x4 I I 3x5 = 3x5 = 3x6 = 6x8 = 3x5 = 3 3z5 = 3x5 = GAS = Sx8 = 4x6 = 7-0_7 13.9.5 M-64 2"A3 36-7-6 44-715 53410 Plate Offsets (X,Y)— ry5:0-2-100-0-01 -LOA (PS30.0 TCLDING SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP Snow-_30 Plate Grip DOL 1.00 TC 0.50 VertLL -0.16 16 >999 360 � 220/195 TCDLTO Lumber DOL 1.15 BC 0.53 Vert(CT) -0.30 16-17 >999 240 BCLL 0.0 ' Rep Stress Ina NO WE 0.90 Hoa(CT) 0.08 13 n/a We BCDL 10.0 Code IBC2018/TPI2014 MatrixSH Wind(-L) 0.10 16 >999 240 Weight 3051b FT=15% LUMM 4- BRACING - TOP CHORD 2x6 DF SS TOP CHORD BOT CHORD 2X4 DF No.18Btf WEBS 2x4 OF Stud "Except' BOT CHORD 23-24,13-25: 2x6 OF SS, 11-13: 2x4 OF No.2 WEBS REACTIONS. (size) 23=0-5-8, 13=0-5-8, 19=0-5-8 Mac Hom 23=412(LC 9) Max Uplift 23=129(LC 8), 13=-T7(LC 8). 19=-105(LC 12) Max Grav 23=730(LC 1). 13=1466(LC 1), 19=3356(LC 1) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-23=665/333, 1-2=-853/497, 23=59/295, 3-5=848/2519, 5-6=-841Y2520, 6-8=1176/321, 8-10=2574/892, 10-11=-2202/854, 11-12=316/279, 12-13=344/149 BOT CHORD 22-23=-755/707, 21-22=833/859, 19-21= 423/290, 17-19=129/699, 16-17=706/2307, 14-16=-816/2670,13-14=579/1970 WEBS 1-22=-489/791, 2-22=144/263. 2-21=1220/517, 3-21=-118/584, 3-19=-2428/958, 5-19=637/263, 6-19=-3583/826, 6-17=287/1047, 8-17=1379/630, 8-16=53/376, 10-14=382/282,11-14=-65/554,11-13=-2164/672 Structural Wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 2-21, 3-19, 11-13 2 Rows at 113 pis 6-19 NOTES- 1) Wind: ASIDE 7-16: Vult=115mph (3-a econd gust) Vasd=91mph; TCDL=4.2pSf; BCDL=6.Opsf; h=25fi; Cat. II; Exp C; Enclosed; MW FRS (envelope) and C-C Comer(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 47-9-4, Comer(3) 47-9-4 to 52-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and faces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL ASCE 7-16; Pf--30.0 psf (Lum DOL=1.15 Plate DOL=1.00); 15=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of Withstanding 100 lb uplift at joints) 13 except i t-lb) 23=129,19=105. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Load easels) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12. 13. 14, 15, 16. 17, 18. 19, 20, 21. 22, 23. 24, 25, 26, 27, 28, 29. 30, 31, 32. 33, 34, 35. 36, 37, 38, 39, 40. 41. 42. 43, 44, 45, 46, 47, 48, 49, 50, 51. 52, 53, 54, 55, 56, 57 has/have been modified. Building designer must review loads to verify that they are Correct for the Intended use of this truss. 9) This truss has been designed for a moving Concentrated load of 100.011b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, rwnconcurrent with any other live loads. LOAD CASE(S) Standard 15250 99�0 TF OF \OP P�QW S A. He:?� April 28,2022 A WARNING- verify design paramelers'and READ NOTES ON THIS AND INCLUDED IA EK REFERENCE PAGE MR-7473 rev. 511912120 BEFORE USE sesser Design wild for use onlyweb MRek® connectors. Tire design is based only upon pa meters shown, anal is foran Individual boildhg component. not a truss system. Before use. the building designer must verify the appllcat llty adesign parameters and incident,heorpoNb rate.design Into the overall building design. Brabing indicated is to prevent buckling of Individual truss web shatter chord members only. eaddlonal designr, and permanent bracing Is aArays required forstability and to prevent co6apse wife possible personal Injury and property damage. Forgenmtce alWidarmgardingto, MiTek' fabrication, storage, delivery, erection and bracing of tmsaes and tress systems, see ANSI/IPIf Dually CNhria, DSB-98 antl BCS/Bulld(ne Cempmerd Satesylnfomueon avaibbla"mTruss Hatelnat te,2670Cmin Hgbway,Sute203WaMod,MD208o1 MITek USA, Inc. i00Sumise AAnus,Suf.270 Rusavi6e CA 95661 JOb TNSB Truss Type Qly Ply Denny's Rexburg R70610381 MO 0PPITCH 6 1 215129 Job Reference ( ptib II 530 D 62021 MIT kl tlu Ne I Wed Apr 271002332022 Paget Inteframe Components, LLC, Nampa, 10-83557, ID sLrS40in5irKbaXOeOOFXTy9K3?-GQ8KSIvNCDOatBBk4rdSNTQMXWLsoSr4mQGzMYbq LOAD CASE(S) Standard 1) Dead +Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 27-35=-74, 13-23=-20 Concentrated Loads (lb) Vert: 31=-100 32=-100 Trapezoidal Loads (pli) Vert: 1=-12410-27=74, 35=7440-12=-124 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 27-35=59, 13-23-20 Concentrated Loads (II Vert 31=-100 32=-100 Trapezoidal Loads (plf) Vert 1=-96-to-27=-59, 35=59-to-12=96 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-12-14, 13-23=A0 Concentrated Loads (lb) Vert 31=-100 32=-100 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=43, 13-23=-12 Holz: 1-23=17, 1-24=70. 1-12---52, 12-13=32, 12-25=50 Concentrated Loads (II Vert 31=-100 32-100 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-12=43,13-23=12 Horz: 1-23-32, 1-24=50, 1-12=32, 12-13=17, 12-25=70 Concentrated Loads (Ib) Vert: 31-100 32=-100 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.50 Uniform Loads (plf) Vert: 1-12=-26, 13-23=-20 Horz: 1-23=20, 1-24=34, 1-12=12, 12-13=-29, 12-25=50 Concentrated Loads (II Vert 31=400 32=100 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pill) Vert: 1-12=26, 13-23=-20 Ho¢: 1-23=29, 1-24=-50, 142=12, 12-13=20, 12-25=34 Concentrated Loads (lb) Vert: 31=100 32=-100 8) Dead+ 0.6 MWFRS Wind (Pos. Internal). Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=20, 13-23=-12 Hosz: 1-23=12, 1-24=50, 1-12=-28, 12-13=18, 12-25-34 Concentrated Loads (lb) Vert: 31=100 32=100 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-12=10, 13-23-12 Horz: 1-23=18, 1-24=-34, 1-12=18, 12-13=-12, 12-25=-50 Concentrated Loads (lb) Vert: 31=-100 32=-100 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=3, 13-23=-20 Horz: 1-23=24, 1-24=50, 1-12=17, 12-13=6, 12-25=34 Concentrated Loads (lb) Vert: 31=100 32=100 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-12=-8, 13-23=-20 Horz: 1-23=-6, 1-24=34, 1-12=-6i, 12-13=24, 12-25=50 Concentrated Loads (lb) Vert 31=-100 32=-100 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-12=20, 13-23=12 Horz: 1-23=7, 1-24=-34, 1-12=28, 12-13=15, 12-25=34 Concentrated Loads (lb) Vert 31=100 32=-100 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Inceease=1.60 &WARNItG-Verily design mvameers and READ NOTES ON THIS AND WCLUOED MREK REFERENCE PAGE MIF7473 rev. 91e2020 BEFORE USE. valid for use only with MITeM conneclors. Thisor design is based only upon parameters shorn, and Is fore, inchidoal building.mponem, not Mil a Wss system. Before use, Ue building designer must verity ibe applicability of design parameters and property incorporate this design into the overall only. Additional tempo2ry and permanent bracing MiTek' bulmo,design. Bracing lndanted Is to" Want bucglry ofmanAdualtmss Web w&or chord members Is always required for stability and to prevent collapse w101 possible personal injury and property damage. For general guidon. regarding the MiTek USA, Inc. fabrication. storage, delivery, erectim and trading of trusses and buss systems,see ANSUIPIf Quedi Cnieria,DW-89 end SCSI Building cempomnf Safety lnformod. mmusblefrom T.Plate lostWte, 2670 Crain Highway, Suite 203 Weldor, MD 20601 400 Survive Avenue, Suite 270 R Le CA 95661 MONOPITCH R70610381 MTek LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-12=10, 13-23=12 Horz: 1-23=15, 1-24=-34, 1-12=-18, 12-13-7, 12-25=34 Concentrated Loads (lb) Vert: 31=100 32=100 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-12=20, 13-23=12 Horz: 1-23=7, 1-24=34, 1-12=-2B, 12-13=15. 12-25=34 Concentrated Loads (lb) Vert: 31=10032=-100 15) Dead + 0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (p8) Vert: 1-12=10, 13-23=-12 Horz: 1-23=15, 1-24=34, 1-12=18, 12-13=7, 12-25=34 Concentrated Loads (Ib) Vert: 31=100 32=100 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert 1-12=3, 13-23=-20 Horz: 1-23=19, 1-24=34, 1-12=17, 12-13=4, 12-25=34 Concentrated Loads (Ib) Vert: 31=100 32=100 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Inaease=1.60 Uniform Loads (plf) Vert: 1-12=-B, 13-23=20 Horz; 1-23=A, 1-24=34, 1-12=-6, 12-13=19, 12-25=34 Concentrated Loads (Ib) Vert: 31=100 32=-100 18) Dead: Lumber Increase=0.90, Plate Increase vo.90 Pit. metal=0.90 Uniform Loads (pig Vert: 1-12=-14, 13-23=20 Concentrated Loads (lb) Vert: 31 =1 00 32-100 19) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl Left): Lumber Inaease=140, Plate Increase=1.60 Uniform Loads (pig Vert: 27-35=47, 13-23=20 Horz; 1-23=18, 1-24=38, 1-12=12, 12-13=5, 12-25=25 Concentrated Loads (16) Vert: 31 =1 00 32=-100 Trapezoidal Loads (pit) Vert: 1=84-to-27=47, 35=47-to-12=44 20) Dead +0.75 Snow (bad.) +0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Inaease=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert 27-35=-54, 13-23=20 Horz: 1-23=-5, 1-24=-25, 1-12=5, 12-13=18, 12-25=-38 Concentrated Loads (to) Vert: 31=-100 32=100 Trapezoidal Loads (pig Veil: 1=-924(3-27=54, 35=-54-to-12=92 21) Dead +0.75 Snow (bal.)+ 0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 27-35=-47, 13-23=-20 Horz: 1-23=14,1-24=25, 1-12=12, 12-13=3, 12-25=25 Concentrated Loads (lb) Vert: 31=-100 32=100 Trapezoidal Loads (pig Vert: 1=-84-to-27=-47, 35= 4740-12=44 22) Dead +0.75 Snow (bat.)+ 0.75(0.6 MWFRS Wind (Neg. Ing 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 27-35=54, 13-23=20 Horz: 1-23=3, 1-24=-25, 1-12=-5,12-13=-14, 12-25=25 Concentrated Loads (lb) Vert: 31=-100 32=100 Trapezoidal Loads (pig Vert: 1=-92-to-27=-54, 35=-54-to-12=92 23) Dead+ Minimum Snow: Lumber Inaease=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 27-35=54, 13-23=20 Concentrated Loads (lb) Vert 31=-100 32=100 Trapezoidal Loads (pit) Vert: 1=104-to-27=54, 35=54-10-12=-104 24) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Inaease=1.60 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAH7F 2v. W1a'=O BEFORE USE. Design valid for use only with MrTeW connectors. This design Is based only upon parameters shown, and Is for an iMivNual pursuing oomponenL not a muss syatem. Before uses, the building cesgner must verity Me applicobllity of design Parameters and properly Inmmomte into design Into Me overall building design. Basing milsated is to pevent buckling of lndh4dual trues web anchor chord members only. Additional temporary and permanent Mating MiTek' Is always mgWred for siabildy end b prevent coib,M e with possblepersonal Injury and property damage. For genemi guidance regaNing the Iebdcation, storage, delivery, ereotion and brzdngef trusses and Musa watem5, see ANSM11 Dungy CNIs%me, 0.5E-0p and SCSI Building Component MTek USA, Inc. Safeyfnrmma0nn avallebkfmm Truss PWWI.UWN .2 O.Cmin Hghway,B fte203W.I 0,,MD20601 400 Sunrise Avenue. Suite 270 R.Ile CA 95661 0lY PIy Denny's Rexburg R70610381 [21612791: �A3� ]MONOPITCH�� 6 1 Job Reference(opitional) Inteframe Components, LLC, Nampa, I0-B3667, 8.530. D=, 0 2021 ,.,,, ..=....r -• ..-„ tD:sLrS40jn5irKbaXDeODFXTy9K3?-GQBKSIVNCDOat8Bk4rd5NTQI XIAjLsOSr4mQOZMYbq LOAD CASE(5) Standard Uniform Loads (plf) Vert: 1-12=25, 13-23=12 HorZ: 1-23=16, 1-24=33, 1-12=16, 12-13=-16, 12-25=33 Concentrated Loads (Ib) Vert: 31=-100 32=-100 25) Dead +0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-12=8, 13-23=12 Hoe: 1-23=16, 1-24=33, 1-12=-16, 12-13=16, 12-25=33 Concentrated Loads (Ib) Vert: 31=-100 32=100 26) 1st Moving Load: Lumber Increase=t.25, Plate Increase=1.25 Uniform Loads (pjf) Vert: 1-12=-14,13-23=20 Concentrated Loads (Ib) Van: 1=100 31=-10D 32=100 27) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=-20 Concentrated Loads Qb) Vert: 26=100 31=100 32=100 28) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=-20 Concentrated Loads (lb) Vert: 28=-100 31=-100 32=-100 29) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-12=14, 13-23=-20 Concentrated Loads (lb) Vert: 29=-100 31=100 32=-100 30) Sth Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert-- 1.12=14, 13-23=20 Concentrated Loads (lb) Vert: 30=100 31=100 32=100 31) 6th Moving Load: Lumber Inorease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=14, 13-23=20 Concentrated Loads (lb) Vert: 7=100 31=100 32=100 32) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-12=-14, 13-23=-20 Concentrated Loads (to) Vert: 31=-100 32=-100 33=-100 33) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-12=14, 13-23=-20 Concentrated Loads (lb) - Vert: 31-100 32=-100 34=100 34) 9lh Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-12=14, 13-23=20 Concentrated Loads (lb) Vert: 31=-100 32=100 36=-100 35) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=20 Concentrated Loads (lb) Vert: 12=-100 31=-100 32=-100 36) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14. 13-23=20 .Concentrated Loads (lb) Vert: 2-100 31=100 32=-100 37) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-12=14, 13-23=20 Concentrated Loads (lb) Vert: 3=100 31=-100 32=100 38) 13th Moving Load: Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=-20 Concentrated Loads (Ib) Vert: 5=-100 31=-100 32=-100 ,&WARNING - Vediycesign paramours and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE All-7473 rev.5119:1020 BEFORE USE. Design valid for use only with MRek® connectors. This design is bared only upon rommis ars shown, and k foran IMMWual building component, not a M ss system. Salome use, Me building designer must verify the app9cabliy ardesign parameters and properly InompondA this design Imo the overeb building design. Bracing Indicated is to pmvant buckling of indlvoual frussweb androrchord members only. Acidnionid temporary and promment bracing MiTek" Is always repuired for stabipty and to Weventmllapse with possible personal Injury and property damage. Forgmeml guidance regarding the 1lludow n, slonses, salivary. erection and Mating of torus and buss systems,see ANSI/rPN Quality Criteria,DSB-89 and BCar Building Component MiTek USA. Inc. 8areylnrormagon avellabkfmm Toss Pbtalm@ute. 2670 Cmin Hlgbway. Suns 203 Waldorf, MD 2W01 400 sundae Avenue• S.R. 810. Ro.0c CA 95661 21ce5129 Iwas Truss type IOty PIy l Denny°e Rexburg R70610381 Industries, LOAD CASES) Standard 39) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-12=-14, 13-23=20 Concentrated Loads (Ib) Vert: 6=100 31=100 32=100 40) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=14, 13-23=20 Concentrated Loads (lb) Vert: 8=-100 31=100 32=100 41) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=14, 13-23=-20 Concentrated Loads (lb) Vert: 10=100 31=100 32=-100 42) 17th Moving Load: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 1-12-14, 13-23=20 Concentrated Loads (b) Vert: 11=-100 31=100 32=100 43) 1Sid Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=20 Concentrated Loads (lb) Vert:31=100 32=100 37=100 44) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-12=-14, 13-23=-20 Concentrated Loads (lb) Vert: 31=-100 32=100 38=-100 45) 20th Moving Load: Lumber Increase,1.25, Plate Increase :1.25 Uniform Loads (plf) Vert: 1-12=14, 13-23=-20 Concentrated Loads (lb) Vert: 31=-100 32=100 39=-100 46) 21st Moving Load: Lumber Increase=1.25, Plate Inerease=1.25 Uniform Loads (plf) Vert 1-12=-14, 13-23=20 Concentrated Loads (lb) Vert 31=100 32=-10040=100 47) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-12=14, 13-23=-20 Concentrated Loads (lb) Vert: 31=100 32=-100 41=100 48) 23rd Moving Load: Lumber Increari 25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=14, 13-23=-20 Concentrated Loads (Ib) Vert: 31=100 32=100 42=-100 49) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-12=14, 13-23=20 Concentrated Loads (b) Vert 31=100 32=-100 43=100 50) 25th Moving Load: Lumber Increase=1.25, Plate Incresse=1.25 Uniform Loads (plf) Vert: 1-12=14, 13-23=20 Concentrated Loads (lb) Vert: 23=100 31=100 32=100 61) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-12=14, 13-23=20 Concentrated Loads (lb) Vert 22=-100 31=-100 32=100 52) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=-20 Concentrated Loads (Ib) Vert: 21=-100 31=100 32=-100 53) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Leads (plf) Vert 1-12=14, 13-23=20 Concentrated Loads (lb) Vert: 19=-100 31=-100 32=-100 A WARNING-Verilydedgnpecmoelamand READ NOTES ON THIS AND INCLUDED NOTEK REFERENCE PAGE MII-]a-'. re.. 5,152020 BEFORE USE. Oman valid for use only with MiTek® remissions. This resign is based My upon parameters shown, and is for an individual building component not ��' a Voss system. Before use, Me building designer must verity the applicability or design parameters and properly Incorporate This design Into the overall budding design. aradng Indicated is to prevent buckling of Indidual doss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stabille and to prevent collapse with possible personal injury and; property damage. For general guidance regarding the f itumerbn, storage, delivery, erection and brad,, of impose, and Wes systems, was ANS(mpli Quallry edhds, DSB.89 afrd BCS1 Building Cemponenf MiTek USA, Inc. Sahry lnlormaf/on avellable Vom Tmss Plate tstitute, g6]0 Cmin Nighway, Salle 203 WakIM, MD 20801 400 Sunrise Avenue, Suite 270 ,Ruseville,CA95661 R70610381 MONOPITCH Inteframe Components, LLC, Nampa, ID-83687, LOAD CASE(S) Standard 54) 29th Moving Load: Lumber Increase=1.25, Plate Increaseiii Uniform Loads (pif) Vert: 1-12=14, 13-23=-20 Concentrated Loads (lb) Vert: 17=-100 31=-100 32=-100 55) 301h Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-14, 13-23=-20 Concentrated Loads (lb) Vert: 16=-100 31 =1 00 32=-100 56) 31st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-12=-14, 13-23=-20 Concentrated Loads (lb) Vert: 14iii 31 iii 32=-100 57) 32nd Moving Load: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pif) Vert: 1-12=-14, 13-23=20 Concentrated Loads (lb) Vert: 13=100 31=100 32=-100 Q WARNING-VeM,di,.,n Varamblers antl READ NOTES ON THIS AND INrl I ri MITEK REFERENCE PAGE Mlli rev biW:a:O BEFORE USE. Design valid for use only with MRekO connectors. This design Is based only upon parameters about , and Is for an IMivklual building component. not ��• a toss Nielson. Before use, she builds, designer must veliy Ne appA.wbfllty of design parameters and properly Incorporate this design into the overall building design, Spacing regarded r to prevent buckling of Indivitlual Was web and/or chord members only. Aderonal temperery antl permanent sued, AAlr b area, required forrtabilty and to proven) collapse with possible personal injury and property damage. For genera guidance regarding the IYIiTek' fabrication, storage, eelli teacher end peace, of house. and Was sysdems, sae ANSIMPlf Ouadi Ctlrerla, DSa-69 and SCSI Bugding Component Salaryln9mretfon avagable poor, Tmae Plate lnE,Wte. 2670 Ciain Nl,hway, Suits 203 Waldorf. MD 20601 MRek USA, Inc. 400 Sunrise Avenue. Suite 270 Job Truss Type Oly Ply Denny"s RexburgR70810382215129 T:Ilss MONOPITCH GIRDER 2 1 Job Reference (optional) Interstate components, lJ.G. Nampa, lu-B:1bar, Bids = �24 dx6 = 2x4 11 1 26 2 27 28 3 4 29 5 30 23 35 36 21 20 37. 18 183838 3x4 11 7x8 = 412 = Bx5 o.00u s .. o ac I Inn ert mvusrrles, mu. 16 15 4z6 = ,vovca. cvcc rage I Scale=1.88.4 025 F12 4x6 = 25 13 4x6 = LOADING (cast) TCLL 30.0 (Roof Snow=30.0) TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1,00 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018ITPI2014 CSI. TC 0.45 BC 0.82 WB 0.95 MatrixSH DEFL. Vart(LL) Vert(CT) Hora(CT) Wind(LL) In (loc) Pde6 Ud -0.18 17-19 >999 360 -0.29 17-19 >999 240 0.06 13 nla We 0.10 17-19 >999 240 PLATES GRIP MT20 2201195 Weight: 343 Io FT=15% LUMBER- BRACING - TOP CHORD 2x6 OF SS TOP CHORD Structural wood sheathing directly applied or 4-11-2 tic pudins, BOT CHORD 2x6 OF SS except end verticals. WEBS 2x4 DF Stud "Except' BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 23-24,13-25: 2x6 OF SS 6-0-0 oc bracing: 19-21 9-4-10 oc bracing: 17-19. WEBS 1Row at midpt 2-21,3-19,11-13 2 Rows at 113 pis 6-19 REACTIONS. (size) 23=0-5-8, 13=0-5-8, 1M5A Max Hors 23=410(LC 5) Max Uplift 23=129(LC 54), 13=106(LC 4), 19=446(LC 8) Maz Grew, 23=743(LC 1), 13=1549(LC 1), 19=3911(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-674/165, 1-2=937/291, 2-3=159/295, 3-5=166/2260, 5-6=16112258, 6-8=1788/263, 8-10=2928/357, 10-11=-2422/335, 11-12=-282/177, 12-13=-351/48 BOT CHORD 22-23=-486/519, 21-22=-395/1014, 19-21=3931286, 17-19=163/1176, 16-17=-24212781, 14-16=259/2974,13-14=-195/2158 WEBS 1-22=259/850, 2-21=1282/197, 3-21=7/443, 3-19=-2129/327, 5-19=-588/143, 6-19=-3807/429,6-17=-63/1317, 8-17=-1202/285, 8-16=331353, 10-14-680/105, 11-14=01621, 11-13=2352/208 NOTES- 1) Wind: ASCE 7-16; Vuit=115mph (3-second gust) Vasd=9lmph; TCDL=42psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; PI--30.0 psf (Lum DOL=1.15 Plate DOL=1.00); N=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cant-00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument with any other live loads. 6) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0.0 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 100111 uplift at joints) except Ql=lb) 23=129,13=106,19=446. 8) This truss is designed in accordance with the 2018 International Building. Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load cases) 1, 2, 15. 16, 17, 18. 19, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31. 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51. 52, 53. 64, 65, 66, 67 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this trues. 10) This truss has been designed for a moving concentrated load of 100.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, norrconcurrent with any other live loads. 11) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 826 to down and 156 lb up at 23-9-12 on bottom chord. The designtselecnon or such connection device(s) is the responsibi y u, uu una April 28,2022 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74'2 rev. 5115 2020 BEFORE USE. Design valid for use only Mar MRek®co minto s. This design Is based only upon parameters shovm, and is foran Irdivdual building component not a Muss system. Before use, the building des@mr must verity tie applicability of design parameters and property incorporate Mile design Into the overall Additlonaltemporery and bracing iwiTek" building design. Bracing Indicated is to prevent buckling of individual Wss son and/or consul members oNy. permanent Is alaaye required far stability and to prevent collapse vdih Possible persmsl injury and property damage. For general guldance re,salk lthe MITek USA, Inc. fabrication, storage, delivery , eredim and bracing M UVssas and truss systems sal ANSMI1 Dually Cener/a, mifil and SCSI BuBdina Component Sudden Avenue, Suit. 270 S ak(yiaformadon available fiom Truss Plate lownta. 2670 Crain Highv'ay, Suite 203 Waldod, MO 20601 o95661 R ..Als.0 Job Truss Truss Type OfY Ply Denny"s Rexburg 275129 A3G MONOPITCH GIRDER 2 1 R70610382 War- c,,,.,.,.,.,e..r� i r. a Job Reference (optional) r . -- b.bausuac bzuza milexoustrles, Ina- Wed Apr2710:02:352022 Paget ID:sLrS40jn5imrKbaXOe00FXTy9K3?-CoF4t_Wdkml6RL6BGfZSuVB9Kv5BFaJvBZsUv MYbo LOAD CASE(S) Standard 1) Dead +Snow (balanced): Lumber Increasei 5, Plate Increase=1.00 Uniform Loads (pit) Vert: 27-33=-74, 13-23=-20 Concentrated Loads (lb) Vert: 38=-826(8) Trapezoidal Loads (plf) Vert: 1=124-to-27=74, 33=74-110-12=124 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 27-33=-59,13-23=-20 Concentrated Loads (Ib) Vert: 38=-688(B) Trapezoidal Loads (pIf) Vert:1=-96-to-27=-59, 33=-5940-12=96 15) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 27-33=47, 13-23=20 Horz: 1-23=18, 1-24=38, 1-12=-12, 12-13=5, 12-25--25 Concentrated Loads (lb) Vert: 38=78(B) Trapezoidal Loads (pit) Vert 1=44-to-27= 47, 33=47-to-12=84 16) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Ii Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 27-33=54, 13-23=20 Horz: 1-23=5, 1-24=25, 1-12=4, 12-13=18, 12-25=38 Concentrated Loads (III) Vert: 36=78(8) Trapezoidal Loads (pit) Vert: 1=92-to-27=54, 33=-5440o 12=92 17) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Ica) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pe) Vert: 27-33=47, 13-23=20 Harz: 1-23=14, 1-24=25, 1-12=12, 12-13=3, 12-25=25 Concentrated Loads (lb) Vert: 38=78(B) Trapezoidal Loads (plf) Veil: 1=3440-27=47, 33=-47-to-12=34 18) Dead +0.75 Snow (bal.)+0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert 2733=54, 13-23=20 Harz: 1-23=3, 1-24=25, 1-12=5, 12-13=14, 12-25=25 Concentrated Loads (I5) Vert: 38=78(B) Trapezoidal Loads (A Vert: 1=-92-to-27=54, 33=-54-to-12=-92 19) Dead+ Minimum Snow: Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (pif) Vert: 27-33=54, 13-23=20 Concentrated Loads (lb) Vert: 38=826(B) Trapezoidal Loads (pif) Vert: 1=40410-27=54, 33=-544o-12=-104 22) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2733=14, 13-23=-20 Concentrated Loads (Ib) Vert: 1=1 DO 38=425(B) Trapezoidal Loads (pit) Vert: 1=-64-to-27=14, 33=14-to-12=-64 23) 2nd Moving Load: Lumber Increai 25, Plate Increase=1.25 Uniform Loads (pif) Vert 2733=14, 13-23=20 Concentrated Loads (lb) Vert: 26=-100 38-425(B) Trapezoidal Loads (pro Vert: 1=-64-to-27=14, 33=-14-to-12=34 24) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 27-33=14, 13-23=20 Concentrated Loads (lb) Vert: 28=-100 38=425(B) Trapezoidal Loads (pit) Vert 1=64-to-27=14, 33=14-to-12=64 25) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 A VVAAF'JING -Verify design parameters add READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1I1-7473 rem 511, 2Q20 BEFORE USE. Design valid for use only with MIT.W connectors. This del Is band only upon pediddi era shown, -1 is far an IndMtlual building compared, not a truss system. Before use, the building designer must verify he applicability of design parameters and property incorporate Nis design [me he overall building design. Broad Indicated is to prevent betiding of Individual truss web andsor credit members only. Additional temporeryaregnd parnnanent bradig MiTek' is always regmred for stabilgy, and to prevent mllapx with possible personal injury and property damage. Far general guitlancearding the fabrkation, storage, delivery, season and br Ad of trusses and truss spends asse ANSyrpl Qwffy Where, Di and SCSI Bufrdrrrg Cana da ent Win, USA, Inc Sahylnbrmatlon avallablefmm Tmss Plateb,sfltute,2670Crain Highway,Su4e203WaMOd.MD20601 400 Sunrise Avenue, Suge 270 Job Truss Truss Type OAy Ply Denny"s Rexburg ,R70610382 215129 A3G MONOPITCH GIRDER 2 1 Job Reference (pt' nap Intelrame Components, LLC, Nampa, ID - 83687. 8.530 s Dec 5 2021 MiTek Industries, Inc. Wed Apr 2710:02:35 2022 Page 3 ID:sLrS4Qin51rKbaX0e00FXTy0K34-CoF4t_wdkrel6RL6BGfZ5uVB9Kv5BFaJv8ZslMMYbo LOAD CASES) Standard Uniform Loads (pip Vert: 27-33=14, 13.23=-20 Concentrated Loads (lb) Vert: 29=-100 38=425(B) Trapezoidal Loads (plf) Vert 1=£4-to-27=-14, 33=14-to-12=64 26) Sth Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=14, 13-23=-20 Concentrated Loads (lb) Vert 30=-100 38=425(B) Trapezoidal Loads (pIQ Vert 1=-64-to-27=-14, 33=1440-12=-64 27) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=-14,13.23=-20 Concentrated Loads (lb) Vert: 7=-100 311 425(B) Trapezoidal Loads (plf) Vert: 1=-644o-27=-14, 33=-14-to-12=64 28) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniforn Loads (pig Vert: 27-33=-14, 13-23=-20 Concentrated Loads (lb) Vert: 31=100 38=425(B) Trapezoidal Loads (pit) Vert: 1=64do-27=K 33=14-to-12=-64 29) 8th Moving Load: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pig Vert 27-33=14,13-23=20 Concentrated Loads (Ib) Vert: 32=-100 38=425(B) Trapezoidal Loads (pig Vert: 1=£44o-27=14, 33=1440-12=-64 30) gin Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 27-33=-14, 13-23=-20 Concentrated Loads (to) Vert: 34=-100 38=425E) Trapezoidal Loads (pig Vert 1=-64-to-27=-14, 33=-14-to-12=64 31) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=-14, 13-23=-20 Concentrated Loads (lb) Vert: 12=100 38=-425(B) Trapezoidal Loads (pig Vert: 1=64-to-27=-14, 33=1440-12=-64 32) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=-14, 13-23=-20 Concentrated Loads (lb) Vert: 2=100 38=425(B) Trapezoidal Loads (pig Vert 1=6440-27=14, 33=14-to-12=-64 33) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=14, 13-23=20 Concentrated Loads (lb) Vert: 3=100 38=-425(B) Trapezoidal Loads (pit) Vert: 1=-64-to-27=-14, 33=1440-12=64 34) 13th Moving Load: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 27-33=-14, 13-23=20 Concentrated Loads (lb) Vert: 5=-100 38=-425(B) Trapezoidal Loads (plf) Vert: 1=-64-to-27= 1A 33=14-to-12=64 35) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=14, 13-23=20 Concentrated Loads (Ib) Vert 6=-100 38=425(B) Trapezoidal Loads (pig Vert: 1=-Wto-27=-14, 33=14-to-12=&4 A VIARNMG-Ventydee,gn parameters and READ NOTES ON THIS ANO INCLUDED MREK REFERENCE PAGE M11175,ev. 51g2020 BEFORE USE. Des,gn vatd kr.a Wy with MRekO conneacre. This deagn Is based only upon peremerers aMwn. and Is bran Indvidual buldirg component, not a truss system. Before use, rue building designer muslve,iy, tha applieabiliy etdesign peramesse and property Incemonse this design bdo the overall MiTek building design. Breoi,g Indicated is to prevent buckling of hdlvidusi truss web sensor choN mambens only. A idiflonal temry placingporaand permanent g B a Mays required for stebllily and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding Me MiTek USA. Inc. fabriestion, storage faahryrnlwm+tion deva de fmmon ad Plate lnof sti ueac�and trusHghwlans.ae203 WeMANM011 Banally Cdnv1s pSa.Bg and SCS/au/idfng Compansel 400 Sunrise Avenue. Suite 270 le CA 9 61 Truss TrussType Oty Ply Oenny"s Rexburg EZ1oIZ9 A3G MONOPITCH GIRDER 2 1 R70610382 J bRf ne(pbon I) 8.530 s Dec 6 2021 MITek Industries, Inc. Wed Apr 2710:02:35. 0022 Page 4 ID:slrS4Qjn5irKbaXOe00FXTy9K3?-CDF4t wdkml6RL6BGfZSuVB9Kv5BFaJv8ZSUvmybo LOAD CASE(S) Standard 36) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=-14, 13-23=20 Concentrated Loads (lb) Vert: 8=100 38=-425(B) Trapezoidal Loads (plf) Vert: 1=64-to-27=14, 33=14-10-12=-64 37) 16th Moving Load: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 27-33=-14, 13-23=-20 Concentrated Loads (lb) Vert: 10=100 38=425(8) Trapezoidal Loads (pig Vert: 1=-64-to-27=-14, 33=14-to-12=64 38) 17th Moving Load: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=-14, 13-23=-20 Concentrated Loads (lb) Vert: 11=100 38=-425(B) Trapezoidal Loads (pig Vert: 1=64-to-27=-14, 33=14tc-12�64 39) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert 27-33=14, 13-23=-20 Concentrated Loads (Ib) Vert 35=100 38=-425(13) Trapezoidal Loads (pig Vert: 1=-64-to-27=-14, 33=-14to-12=-64 40) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=-14, 13-23=20 Concentrated Loads (Ib) Vert: 36=100 38=-425(B) Trapezoidal Loads (pit) Vert: 1= 64-to-27=14, 33=-14to-12=64 41) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 2733=-14, 13-23=20 Concentrated Loads (lb) Vert: 37=100 38=-425(B) Trapezoidal Loads (pig Vert 1=-64-to-27=-14, 33-1440-12=E4 42) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 2733=14, 13-23=20 Concentrated Loads (lb) Vert: 38=-425(B) 39=100 Trapezoidal Loads (pig Vert: 1=64-to-27=-14, 33=1440-12=34 43) 22nd Moving Load: Lumber Increase=7.25, Plate Increase=125 Uniform Loads (pig Vert 2733=14, 13-23=20 Concentrated Loads (Ib) Vert: 38=-425(B) 40=-100 Trapezoidal Loads (pit) Vert: 1=-64-to-27=14, 33=-14-to-12=64 44) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pig Vert: 27-33=14, 13-23=-20 Concentrated Loads (ID) Vert: 38=425(13) 41=100 Trapezoidal Loads (pig Vert: 1=644o-27=-14, 33=-1440-12=64 45) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 27-33=14, 13-23=20 Concentrated Loads (lb) Vert: 38=425(B) 42=100 Trapezoidal Loads (pig Vert: 1=-64to-27=14, 33=-14-to-12=-64 46) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 2733=14, 13-23=20 Concentrated Loads (lb) Vert: 23=-100 38=-425(B) L WGRNING- Verify des,pn pare,i and REND NOTES ON THie AND INCLUDED MnEK. REFERENCE PAGE MII4473 rar. &la12020 BEFORE USE. Design Valid for use onywifb MRekp sonnegors. TNs design Is based only upon parameters almwn. and Is Levan Individual building component, not a truss System. Before use, the budick, designer must very Na al icabllgy of design paamekrs and pmpedy inaorpoate this design Inno the wane, Whiling design. sinning Indicated is N prevent buckling of IndMdoal truss web andror WON members only. AddiOonal tampoary and permanent lading is always required for stablglyand W prevent collapse with passible personal Injury and! Pmpemy damage. For general guidance regarding the MiTek' fabdnatlon, storage, delivery, ereplMn and bating of fmsaes and Iniers systems, see ANSMIJ qualky Cdreda, DSB49 and SM Buildin Cam Safefylnrarmefion vanablefrom Tmss PI-binag ,26n0 nHighway,BWte203W81dod MD20601 g ponene MIbkUSA In Butte 270 Job Truss Truss Type Qty Ply Dell Rexburg R70610382 215129 A3G MONOPITCH GIRDER 2 1 Job Refce Laptionall Intefreme Components, LLC, Nampa, ID - 83687. n =8.530 s Dec 6 2021 MITek Industries, Inc. Wed Apr 27 10:02:35 2022 Page 5 - .- ..v�..v nnovT.,oevv-r.ncer , dkraiRRI ARr 9.RuVB9Kv5BFaJv8ZsUvzMVbo LOAD CASE(S) Standard Trapezoidal Loads (pif) Vert:1=64to-27=-14, 33=14-to-12=-64 47) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plfl Vert: 27-3.3=14, 13-23=-20 Concentrated Loads (Ib) Vert: 22=-100 38=425(B) Trapezoidal Loads (plf) Vert: 1==64-to-27=14, 33=14do-12=64 48). 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert. 27-33=14, 13-23=20 Concentrated Loads g1d) Vert: 21 =1 00 38=d25(B) Trapezoidal Loads (plf) Vert: 1=-64-to-27=14, 33=14-to-12=54 49) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 27-33=14, 13-23=20 Concentrated Loads (lb) Vert: 19=100 38=-125(B) Trapezoidal Loads (plf) Vert: 1=64-to-27=14, 33=14-to-12=64 50) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 27-33=-14, 13-23=-20 Concentrated Loads (lb) Vert: 17=100 38=425(3) Trapezoidal Loads (pith Vert 1=-64-to-27=14, 33=-1440-12=-64 51) 301h Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 27-33=-14, 13-23=-20 Concentrated Loads (Ib) Vert:16=-100 38=-425(B) Trapezoidal Loads (plf) Vert: 1=-64-10-27=-14, 33=-144o-12=54 52) 31st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 27-33=1 4,13-23=-20 Concentrated Loads (lb) Vert: 14=100 38=-425(B) Trapezoidal Loads (pit) Vert: 1=-644o-27-14, 33=14-to-12=-64 53) 32nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 2753=-14, 13-23=20 Concentrated Loads (Ib) Vert: 13=100 38=425(B) Trapezoidal Loads (plf) Vert: 1=-64-to-27=-14, 33=-14-to-12=64 64) Reversal: Dead + 0.75 Snow (baIJ+0.75(0.6 MWFRS Wind (Neg. Intl Left): Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads(plf) Vert: 27-33--47, 13-23=-20 Horz: 1-23=18, 1-24=38, 1-12=12, 12-13=5,12-25=25 Concentrated Loads (Ib) Verl: 38=540(B) Trapezoidal Loads (plf) Vert: 1=-84-to-27=47, 33=47-to-12=84 65) Reversal: Dead +0.75 Snow (ball+ 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 27-33=-54, 13-23=-20 Horn: 1-23=-5, 1-24=25, 1-12=5, 12-13=-18, 12-25=38 Concentrated Loads (lb) Vert: 38=540(B) Trapezoidal Loads (plf) Vert: 1=92-to-27=-54, 33=5440-12=92 66) Reversal: Dead+ 0.75 Snow (bal.)+ 0.75(0.6 MWFRS Wind (Neg. Intl tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert. 2753=47, 13-23=-20 Harz: 1-23=14, 1-24=-25, 1-12-12, 12-13=3, 12-25=25 Concentrated Loads (lb) Vert: 38=540(B) Trapezoidal Loads (plfl Vert 1=44-to-27=47, 33=47-tD-12=84 A WARNING-Venfy tl9519n parameters and READ NOTES ON THIS AND INCUIDED M17EK REFERENCE PAGE MII-7473rev.5151202o BEFORE USE. Lr Design varl for use m* MM Mrek® conrectom. nis design Is based only upon arameters sown, and is for an Individual building component, not a Buss system. ByWre uee, the building designer must verity the appliani lily of deal parameters and property incoryorite this design Into the overallk' bultling design.Bracng Indicated ie to prevent butklbg of Individual tines web andar ebaN members only. Additional temporary and permanent bindingIs always required for slaMlity and W prevent rolapse with possible personal injury and property tlamege. Far general guWance m9ardirg the A thcfabr.q. , store,¢de9very, elemon and bantling ofttuwes and sued systems, sea ANSM11 Quality CMMe,USBdD and SCSI BulldlnB Component es Avenue. Sutra 270 availableiromTraps Plate Inellu es. 2670 Crain Highway, Suit 203Walea f. MD 20601 G 96661 Job Truss Truss Type 0ty Ply Denny°s Rexburg 215129 MG MONOPITCH GIRDER 2 1 R7061D382 In[efrdme Components, LLC. Namoa. ID 83687. Job Refece(optional) ex Inausmes, me Wed Apr 27 10:02:35 2022 Page 6 ID:sLrS40jn5irKbaXOe0DFXTy9K3?-CoF4t_wdkml6RL6BGfZSuVB9Kv5BFah8ZsUvzMYbo LOAD CASE(S) Standard 67) Reversal: Dead+ 0.75 Snow libel.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Unlform Loads (pit) Vert: 27-33=-54, 13-23=20 Horz: 1-23=3, 1-24=-25, 1-12=5, 12-13=14, 12-25=25 Concentrated Loads (lb) Vert: 38=-540(13) Trapezoidal Loads (plf) Vert: 1=92-to-27=-54, 33=54-to-12=-92 d W<rNiNG- Verity design paramelere and READ NOTES ON THIS AND INCLUDED MITEK REFERE5pM7ek' Pant M.k USA; Inc.MMM9MM=ME 4M surd" Avenue. S.H. 270 Job Truss Truss Type Qry Ply Denny's Rexburg R70610383 215129 A4 MONOPffCH 2 1 11 Job Reference(optional) Intetrame Components, LLC, Nampa; ID.- 83687. 8.530 a Dec a 2021 Mi I as mausides, Inc. Wed Apr 27 10:02:37 2022 Page 1 m.a.canl.,cl.rl,=ynonncxivai<39-ABNaltAGSUOLIVVJh!IXJaVN8eht8hcNS2zZnzMybm 5x8 = 24 4x5 = h 26 2 27 l� 23 33 22 21 34 3x4 I 3x5 = airs 4x6— 45= 4 4x5 = 528 2x4 4x8 — 8 30 3 4 26 5 29 6 7 — Scale =1:88.4 0.25 F12 4xB = 25 4x5 = 4.6 —4x5 — 9 31 10 11 32 12 20 35 2e 18 36 'D 37 16 15 38 14 39 13 3x5 = 600 = 3x6 = 45'= 3x5 = 06 = 3x5 — 6x8 = ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. 7-0-7 7-0-7 13-95 6-8-15 20-6-0 6-8-15 LtliLt4 B-05 ad-,-o &O-gV 84-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) UdeO Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.60 Vert(L-) -0.23 16 1999 360 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.3416-17 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0:98 Horz(CT) 0.10 13 his n1a 240 Weight: 305 lb FT= 15% BCLL 0.0 Code IBC20181TPi2014 Matrix-SH Wind(LL) 0.10 16 >999 BCDL 10.0 LUMBER - TOP CHORD 2x6 DF SS BOTCHORD 2x4DFNo.1&Btr WEBS 2x4 DF Stud *Except 23-24,13-25: 2x6 DF SS, 6-19,11-13: 2x4 DF No-2 REACTIONS. (size) 23=0S-8,13=0-5-8, 19=0-5-8 Max Harz 23=412(LC 9) Max Uplift 23=110(LC 8), 13=-97(LC 8), 19=-305(LC 12) Max Grav 23=748(LC 1), 13=1679(LC 1), 19=4088(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or4-7-14 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. WEBS 1 Row at midpt 2-20, 3-19, 6-19. 8-17, 11-13 FORCES. (Ib) -max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-23=-682/314, 1-2=-972/451, 2-3=-154/311, 3-5=-958/3145, 5-6=950/3142, 64J=13261474, 8-9=31931978, 9-11=2695/896, 11-12=316/280, 12-13o-317/150 BOT CHORD 22-23=754 708, 20-22=-787/965, 19-20=-417/384, 17-19=300/706, 16-17=-80912862, 14-16-887f3347, 13-14=612d2402 WEBS 1-22=440/924, 2-20=1371/570, 3-20=137/639, 3-19=-30851975, 5-19=-793/317, 6-19=-4287/1140,6-17=-248/1359,B-17=18721569,8-16=-40/465,9-14=-810/317, 11-14=88/699, 11-13=-2657I710 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Conrl 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 47-94, Comer(3) 47-9-4 to 52-9-4 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) TCLL: ASCE 7-16; Pf=30.0 psi (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 100 Ib uplift at joint(s)13 except at --lb) 23=110, 19=305. 7) This truss Is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 8) Load case(s)1, 2, 19. 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This truss has been designed for a moving concentrated load of I00.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcument with any other live loads. LOAD CASE(S) Standard 1) Dead +Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 15250 � N O �90T9TF OF \OP.2�e OS A. HEP�P April 28,2099 A WARNING - Verily design parameters entl READ NO1E60NTHI6 AND INCLUDED HIMREFERENCE PAGE MII-7473 rem aI1W2a20 BEFORE USE. and I5 for an Individual building compo,anl. not Design valid for use only Win MlTake connslws. This design is based Only upon parameters Shown, a truss system. Before use, the building designer Most vddry me applicability of design dodw arsand properly incorporate this design into the evarall only. A oandral temporary and parmanenl bracing Welk' ss web daer ched numbers design. Bracing Indweled is to craves duckling of IxMdual Imdander Is always required for solidity and in, prevent coidges with possible personal injury and property damage. For general guidance regarding the ANSf?PIf Quarry, Cotten, DSB49 and BCS/ Buad(n9 Component MiTak USA, Inc. Sunries Avenue; Suite 270 fabdcai stooge, deGvary, eretlion and bracing 0tmsees and buss systems, use Safely fnf ersedon available from Truss Phis Institute. 2670 Grain Highway, Sude 203 Waded. M0.2=1 Ogg Rodowill... CA 95561 Job Truss Truss Type Oty Ply Denny's Rexburg R70610383 215129 A4 MONOPITCH 2 1 Job R f dance (oDllona0 Imeframe Components, LLC, Nampa, 10 - 831 8,530 a Dec 6 2021 MI-Tek Industnes, Inc. Wed Apr 2710:02:37 2022 Page 2 LOAD CASE(S) Standard Uniform Loads (pin Vert: 1-12=-104,13-23=-20 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase AO Uniform Loads (pill Vert: 1-12=-81, 13-23>20 19) Dead +0.75 Snow (bal.)+ 0.75(0.6 MWFRS Wind (Neg. Intl Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIf) Vert: 1-12=-69, 13-23=20 Ho¢: 1-23=18, 1-24-38, 1-12=12, 12-13=5, 12-25=25 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Increase=1.60, Plate Incas asa=1.80 Uniform Loads (plf) Vert: 1-12=77, 13-23=-20 Hor2: 1-23=-5, 1-24=25, 1-12=3, 12-13=18, 12-25=38 21) Dead +0.75 Snow (bat.)+0,75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber Increase=l.6Q Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-69, 13-23=-20 Hoe: 1-23=14, 1-24=25, 1-12=12, 12-13=3, 12-25=25 22) Dead + 0.75 Snow (bal.)+0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.80 Uniform Loads(ptf) Vert: 1-12=77, 13-23=-20 Hi 1-23=3, 1-24=25, 1-12=-5, 12-13=14, 12-25=25 23) Dead +Minimum Snow: Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=84, 13-23=20 A WARNING - Vviry dc, gn pera wlers and READ NOTES ON THIS AND INCLUDED. MEEK REFERENCE PASE MII-7',C' re:. 5 .� ^ BEFORE USE. Design vakd for use only with MIToW connectors. This design is based only upon paramell shown, and Is for an individual building component not a truss system. adds. use, the buildhg designer must verify the applicability of design pararretere and properly incorporate this design into the overall ■�Y� obtain,design. Bracing indicated is to prevent buckling of indiAdual Inds, web arngor chord members only. Additional tampomry and permanent bracing M!Tek' is always required for stability and to prevent tukapze with possible personal injury and property dealings. For gen ual guldance reganiNg the fabrimtlon. sbrage, delivery, erection and broods of the ses and buss systems, add AMBVIPII QualityCfftrnla, WB49 and BC31 Bu/ld/na Component Minsk USA Inc. sa7aylnformeaon avaii.b from Truss PkWIl ti W.2870Q in Highway.S.Re203Wa ,,MD206ai t00 sunrise Avenue, auge 270 Job Truss Truss Type Oly PIy Denny°s Rexburg R70610384 215129 A4A MONOPITCH 1 1 Job Reference (ptl al) ,in ... omponeme, Lug., Trope, w-aapoq 11 6x1b = 8.5313 a Dec 62021 MiTek Industries, Inc. Wed Apr 27 10:02:38 2022 Page 1 ID:sLrS40jn5idKbaXOe00FXTy9K3?-dNxDV?zW1 m0szv4hsPDG4X7ikY16Obdlc6n W5EzMYbI 3x6 11 3x8 = ° 3x4 = 6x8 = Scale=1:40.1 LOADING (psf) TCLL 30.0 (Roof Snow=30.0) TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2018/TPI2014 CS]. TC 0.43 BC 0.41 WB 1.00 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc) Udell Ud -0.09 7-9 >999 360 -0.14 7-9 >999 240 0.03 6 nba Na 0.07 7-9 >999 240 PLATES GRIP MT20 220/195 Weight: 124 lb FT=15% LUMBER- BRACING - TOP CHORD 2x6 OF SS TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc pudins, BOT CHORD 2x4 OF No.1&Btr except end verticals. WEBS 2x4 DF Stud *Except* BOT CHORD Rigid ceiling directly applied or 5-11-11 Go, bracing. 10-11: 2x6 OF SS, 4-5: 2x4 OF Nc.2 WEBS 1 Row at midpt 4-6 REACTIONS. (size) 10=0-5-8, 6=0-5-8 Max Horz 10=305(LC 9) Max Uplift 10=135(LC 8), 6=-111(LC 12) Max Grav 10=1145(LC 1), 6=989(LC 1) FORCES. (lb) -Max. ComiadMax. Ten. -All forces 250 (tb) or less except when shown. TOP CHORD 1-10=1077/643, 1-2=-1846/1176, 2-0=1695/979 BOT CHORD 9-10=581/703, 7-9=1262/1837, 6-7=1055/1689 WEBS 1-9=1122/1836,2-9=531/490, 2-7=-258/224,4-7=0/301,4-6=-1794/1099 NOTES- 1) Wind: ASCE 7-16; Vult-115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h--25ft; Cat. II; Exp C; Enclosed; MW FRS (envelope) and G-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=30.0 psf (Lum D0L=1A5 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 10=135, 6=111, g\ONAL Fj� 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �S GE N 2 8) Load case(s) 1, 2, 19, 20. 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are Correct for F9 the Intended use of this truss. 9) This truss has been designed for a moving concentrated load of 100.011b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurenl with any other live loads. 5250 LOAD CASE(S) Standard 1) Dead +Snow Lumber Increase=1.15, Plate Increase=1.00 ?� N N� (balanced): Uniforn Loads (plo �O O 9 �00 Vert: 5(13 74, 6-10=20 OF \'D P� S Trapezoidal Loads (life) A )ieP� Vert 1=124-to-13=-74 April 28,2022 A WARNING- Verify design parameters old READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 747- re+. 511vv2020 BEFV RE USE. wasses Design valid for use only wkh MITeW scandalors. Tbls design Is based only upon parameters shown, and a for an Individual building component not a muss system. Before use, Me bulltlXg designer must verify Me appll®dlity of design parameters and properly incorporate this design into the overall buiMing design. among indicated is to prevent buckling of Ind Adual More web ardor choal members only.Ad6tlonal temporary and permanent becing MiTek- 'salwayaroquimdfpratabilityandtopevent.1.peewlMposslbbpereonalinjuryardpmpeMdamage. Fergenemlguldanceregarding Me fabincatbn, storage, delivery, eracdon and bracing of maim. and truss systems, see ANSUMNI 4ualgy CrIterfe, O.SB-99 and li Building Component Minsk USA, Ins. Sarolylnrprma6or av ble fmm Tmss Pleb lnsMute, M7D Crain Hlghwey. Sufte 2B3 Wabod. MD N I Ogg Sunrise Avenue, S.M 270 Barrows, CA 95661 Job Truss Thus Type qty Ply Denny's RezbBig 216129 A4A MDNDPITCH 1 1 R70610384 Inteflame rmmnr, �oem. I I e WJ Mam.,3 _ a91 aa Job Reference (optional r -- d.odu s use t, 2u27 Mu el( Industries. Inc. Wed Apr 27 10:02:38 20M Paget ID:sLrS40jn5irKbaXOe00FXTy9K3?-dNXDV?ZW 1 mOszv4hsPDG4X7ikY160bdlc6nW5EzMYbi LOAD CASE(S) Standard 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (pit) Vert: 5-13=-59, &10=20 Trapezoidal Loads (plf) Vert: 1=-96-to-13=-59 19) Dead +0.75 Snow (bal,)+0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-13=.47, 6-10=20 Horz: 1-10=18, 1-11=38, 15=-12, 5-6=5 Trapezoidal Loads (plf) Vert: 1 =-844o-1 3=-47 20) Dead+ 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 5-13=54, 6-10=20 HorC 1-10=5, 1-11=38, 1-5-5, 5-6=-18 Trapezoidal Loads (plf) Vert: 1=-92-to-13=54 21) Dead +0,75 Snow (bet.)+ D.75(0.6 MWFRS Wind (Neg. Int) 1st Pamllel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5.13=47, 6-10=20 Horz: 1-10=14, 1-11=-25, 1-5=-12, 5-6=3 Trapezoidal Loads (plf) Vert: 1=84-to-13=47 22) Dead +0-75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-13=-54, 6-10=-20 Horz: 1-10=3,1-11=25, 1.5=-5, 55=-14 Trapezoidal Loads (plf) Vert: 1=92-to-13=-54 23) Dead +Minimum Snow: Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert 5-13=-54, 6-10=20 Trapezoidal Loads (plf) Vert: 1=104-to-13=54 WARNING -Verity des gn parameters antl READ 11T11 ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.611912020 BEFORE USE. sign wind for use ony with MTekq of nneclam. TNs design la based only upon parameters shown, and is farina Individual Waing component not vas sy mm. Before use, Me bulle ing designer mustverty 0e appliwbin, 0design parameters and Propoly Inwrporate ha dedIm Into Me overall Ming design. Bmcng inawmd is to prevent bU Ming d indNNUBI Imes web an&orcbmd members only. Additional temporary and permanent bracing llways required forslablity and to prevent cWlepse with possible personal Injury and property damage. Far general guidance regarding the M! lT ek• da's" storage, delivery, am- ion and bradng of Wanes and ease syal., sae ANSI?PH Qua ft C~a, DS"9 and SCSI Suilde CompaneM kgTek USA, t fely IMAnne-den B.H.M. ft. T.. Plate Insti 2670 Crain Hlaame Rana pna waw.n un ng Sea, 270 at TI of Tmas Type Denny"s Rexburg R70610365 21f 29 AS JACK -CLOSED =1P Job Rfe (P6en0 T 41 d f bur. Wed Anr 271002392022 Pace 1 Intetrame Components, LLC, Nampa, IU- BJBa], Sol 1/4�1' 4x6 - 11 3x4 0 4x6 = 3x4 = 6xs - 6x8 = 9_9A1 9A-11 9.63 9-9_11 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.19 10-11 >999 360 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -OAO 10-11 >865 240 TOOL BCLL 7.0 Rep Stress Incr NO WB 0.70 0.0 MatrixSH Horz(CT) Wind(LL) 0.09 7 nla Na 0.11 8-10 >999 240 Weight: 165 lb FT=15% BCDL Code IBC2018ITP12014 10.0 LUMBER- BRACING - TOP CHORD Structural wood sheathing direly applied or 5-1-6 oc pudins, TOP CHORD 2x6 OF SS except end verticals. eOT CHORD 2x4 OF No.18Btr Oo.1xcept• BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2x4 F 7-12: 2x6 OF SS, 2-11,5-7: 2x4 OF No.2 WEBS 1 Row at mldpl 2-11, 5-7 REACTIONS. (size) 11=Mechanical, 7=0-5.8 Max Horz 11=271(LC 9) Max Uplift 11=-148(LC 8), 7=93(LC 12) Max Grav 11=1374(LC 1), 7=1551(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 24=268311142, 4-5=-2591/1184, 5-6=-357/300, 6-7=382/193 BOT CHORD 10-11=1294/2375, 8-10=1408/2975, 7-8=957/2268 WEBS 2-11=2546/1216,2-lD=77/522,4-10=368/321,4-8=-480/442,5-8=166/581, 5-7=242611103 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vesd=91mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and fight exposed ; and 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=30.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=l.00; Ct=1.10 3) Provide adequate drainage toprevent 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (It-Ib) 11=148. 8) This truss Is designed in accordance with the 2018 Intemattonal Building Code section 2306.1 and referenced standard ANSUTPI 1. 9) Load easels) 1, 2, 19. 20. 21. 22, 23 haslhave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss has been designed for a moving concentrated load of 100.011d dead located at all mid panels and at ail panel points along the Top Chard and Bottom Chord, nonconcument with any other live loads. LOAD CASE(S) Standard 1) Dead +Snow (balanced): Lumber Incre8se=1.15, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-16=-74, 7-11=20 Trapezoidal Loads (pif) Vert 16=4440-45 -124 April 28,2022 AWARNING - Verily dee,gn parameterz and READ NOTES ON THIS AND INCLUDED MFIEK REFERENCE PAGE M114473 ,e..5i!=-,'J BEFORE USE. ` Doaigt valid fw use ont, wth MRek& ponnedors. This design Is based only upon parameters shown, and is for an Individual building component, not a buss system. Baran use, Me budding designer Mustvariy Ne appil®bllity of design parameters and Ply. Adi,Wonalt9mplhiaryeand pas due aentbra g MiTek' buildingdesign.Bracing Indicated B to prevent buckling of individual truss web and/or chord memberse. F, 9suual tam ore and tbracin 1. Wye required ku Mebtity and kr prevam collopse wth possible personal injury and property damage. For ganerel guidance regar4lrg Ne N4Tek USA. Inc. bbiicelian, ahrege,delivery, erection and bracts of busaee and truss systems, see ANSIrnall Queldy. CrAmle, B39-eg and BCSI BulldinAComponenl 40o Sunrise Avenue, Suite 2]0 Sarefy lnrarme6dn usuctle from Truss Mate Institute, 2670 Crain Highway, Suds 203 Waldorf, MD 20501 cavAlla CA 95661 Job Tnms Truss Type Oty Ply Dennyns Rexburg R70610385 215129 AS JACK -CLOSED 1 1 Job Reference (optional) Ntarrame uornponenta, I-LG, Nampa, IU-BUST, B.530 a Dec 6 2021 Mrrek Industries, Inc. Wed Apr 2710:02:39 2022 Page 2 ID:sLrS4C1jn6irKbaXOe00FXTy9K3?-5Nb)Lz8039jti3fug6kVdkgs JS77avgmX4dgzMYbk LOAD CASES) Standard 2) Dead +0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-16=59, 7-11=20 Trapezoidal Loads (pig Vert: 16=-59-to-6=96 19) Dead +0.75 Snow (bel.)+0,75(0.6 MWFRS Wind (Neg. Ing Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-16=-47, 7-11=20 Horz: 1-11=18, 16=-12, 5-7=5, 6-12=3B Trapezoidal Loads (pig Vert: 16=47-to-6=-84 20) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-16=54, 7-11=20 Horz: 1-11=-5, 1-6=6, 6-7=-18, 6.12=-38 Trapezoidal Loads (pig Vert: 16=-54-tc6=-92 21) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-16= 47, 7-11=20 Horz: 1-11=14, i-6=12, 6-7=3, 6-12=25 Trapezoidal Loads (pig Vert: 16=-17-fo-6=84 22) Dead+ 0.75 Snow (ball + 0.75(0.6 MWFRS Wind (Neg. Ing 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-16=64, 7-11=20 Horz: 1-1 1=3,1-6=-5, 6-7=14, 6-12=25 Trapezoidal Loads (pig Vert: 16=54-to-6=92 23) Dead +Minimum Snow: Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (pig Vert: 1-16=54, 7-11=20 Trapezoidal Loads (pit) Vert: 16=-54-to6=-104 A WARNING - Verb. design parametars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 51192w-0 REFORE USE. Design valid for use ontywmr MlTake wnnedors. TMs design k based mly upon shown, parameters and is bran individual building wmponart, not system. Hefore use, Vesbulding designer must verify Me sppli abtgty ofdesign parametersand propedyIncoPorate this design In. the..rall buildingdesign. amongindimtedistopseentleckMgoflndlMduallrsswebandrorchordmembemony. �Was AddfionaltemporaryandpermanentbradngMk' &akvaysmqulredfmsWbilttyandtopreventm9apsevMhpomiblepmmnalinluryandprapertydamWe. ForgenemlVidanceregardingthebbiwgon, Is awr�e. bwery, used. tad bmetng or ouseas and buss ssle,ns, aee ANSM714uadly Cri efs, DSB4# and BCSI Building CompornafMI, Safety lMormagon woilaMa from Truss Plate lnslilub. 26'm Crain Highway, Suhe 203 Wattled, W, Inu MD 20601 Avenue, auXe2i0 Job Truss Truss Type Oty Ply Denny"s Rexburg 215129 BP1 BLOCKING SUPPORTED 10 1 77386 Job Reference o fional Iotefrsme Components, LLC, Nampa, ID - 83687, 8.530 s Dec 6 2021 MI I ek Industries, Inc. Wed Apr 27 10:02W0 2022 rage 1 ID:sLrS4Qjn5ir baXOe00FXTy9K3?-Zm3zwh_mZNHaDCE4_pFk9yC5vLaEakH23QGdg6zMYbj 1-10-6 r 1-10-6 3x4 = 1 2 g 3 4 8 7 10 6 5 3x4 = 2x4 II Scale=120.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (II Vdefl Lid PLATES GRIP TOLL 30.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) 0.00 3 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 3 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 6 n/a Na BCLL 0.0 Code IBC2018rTP12014 Matrix-P Weight: 171b FT=15% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 DF No.1dBV TOP CHORD 2-" Do purling; 14, except end verticals. BOT CHORD 2x4 OF NoABBtr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud REACTIONS. (size) 7=1-8-14, 6al-8-14 Max Horz 7=95(1_C 6) Max Uplift 7=109(1_C 6), 6=-109(LC 7) Max Grav 7=146(LC 24), 6=140(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 111 or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=9l mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp Q Enclosed; MWFRS (envelope) and C-C CornI zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces It MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVrPl 1. 3) TCLL: ASCE 7-16; Pf=30.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water pending. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-0-0 be. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (K-Ild) 7=109, 6=109. 10) NIA 11) This truss is designed In accordance with the 2010 International Building Code section 2306.1 and referenced standard ANSI/TPI1. 12) This truss has been designed for a moving concentrated bad of 100.OIb dead located at all mid panels and at all panel points along r10152 the Top Chard and Bottom Chord, nonconcunent with any other live loads.13) Graphical pudin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. � N O TF O F S A. HEM' April 28,2022 A WARNING -Vemy d-an parametes and REM NOTES ON THIS AND INCLUDED MMEK REFERENCE PAGE MIN473 re¢ 511921020 BEFORE USE. Design valid for use only with MI donnedom. This desgn is based only upon parameters shown, and Is for on Individual building warram enb not a truss system. Before use, the building designer must verily the appAoebiliy ofdeagn parameters and Popedy incorporate this desgn into me overall IYI�ek• bulging ddng esign. Bmindl tired is W prevent bwaing of Individual was web andlorcnmd members only. AddOonal tempwaryand pemranent b,anng 'A 7 Is always required for stebifiy and to prevent mlUped with possible personal Injury and property damage. For,dead guldance regand irq roe hgTek USA Ina fdaridu n. storage, delivery. erpdion and bracing of trusses and buss systems,see ANSBJPM quality CrBads, DSB29 and Bdal Barrages Compadant 40d Sunrise Avenue. Suite 270 9arnylnrwma6on available from Tmas PlatelnaMNe, 2670 Crain Highway, Suite 20 Waldorf. MD 20MI R Ile CA9566 Truss Type Dry ely waln.y.,.=.._. 11,11611187 BLOCKING SUPPORTED 28 1 Job Reference 8530 Dec R fareT k(pf 0 W d2710Sell. nc �083687,� 10:sLrS4Ln5irKbaX0eD0FXTy9K3?-1ydLB17OKhPRgMoGY)(mzi91HII8ThByB1408YZgMYibi 1-105 Scale=1:20.3 30 = 1 2 g 3 4 8 0 6 5 3x4 = 2.4 It LOADING (psf) 2-0-0 CSI. DEFL. In (loci) Well 'Ud 120 PLATES GRIP MT20 Z20/195 TCLL 30.0[&jjVL 1.00 TC 0.1g Vert(LL) 0.00 3 nlr 3 120 (Roof Snow=30.0)1.15 BC 0.05 Ven(CT) 0.00 Fir Ne TCOL 7.0 YES WB 0.03 Horl -0.00 6 nla Weight: 17lb FT=15% BCLL 0.0P@014 Matrhr-P BCDL 10.0 BRACING - LUMBER- TOP CHORD 2-0-0 oc pudins: 1-4, except end verficals. TOP CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 OF No.i &Btr WEBS 2x4 OF Stud REACTIONS. (size) 7=1-8-14, 6=1-8-14 Max Horz 7=-94(LC 8) Max Uplift 7=108(1_0 6), 6=108(LC 7) Max Grav 7=146(LC 24), 6=139(LC 17) FORCES. fib) -Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown, NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=42p6F BCDL=6.0psf; h=25ft; Cat II; Exp C; Enclosed; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for member; and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Trues designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUfPI 1. 3) TCLL: ASCE 7-16; Pf=30.0 psf (Lum OOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; CS=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent 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-fi-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joints) except Gt=lb) 7=108,6=108. 10) NIA 11) This truss Is designed in accordance with the 2018 International Building Code Section 2306.1 and referenced standard ANSI/rPI 1. 12) This truss has been designed for a moving concentrated load of 100.01b dead located at all mid panels and at all panel pants along the Tap Chord and Bottom Chord, nonconcunent with any other live bads. 13) Graphical pur in representation does not depict the size or the orientation of the purlin along the top andlor bottom chord. �O rF OF 10P PLO A. HEP� April 28,2022 A VARMNi1-VenNd.NVveremelers and READ NOTES ON THISANDINCLUDEDMITEK REFERENCE PA3E kill 7---11 5,1p _'':^BEFORE USE. �� Design va0tl for use only with MiTak®wnnadors. This tlesign is based only upon paremelers srwwn, erN is for an mtlivitlual building avmponanl, no! a Wss cyalam. BNere Use, the building tlea�gnarmaat verily the applirebilHy of tlesign paremamrs and prspedy inwrporale fiis tlesign Into Ne wemll Mire k' bull0leg tlesign. 02dng Intlkaletl is to pre+enr buplding of Intlivitlual W:.'on Tr P. mam5ers only. AtltlNonN tampomry antl permanent bredng la alleys requiretl loratabiliy and is prevent collapse vrilh possible persal injury antl propdty tlamepe. For general guitlence regarding Na MiTek USA, Inc. fedi®lion,arom1,I've, erection antl bracing sf truss s end truss%.'inne. sce ANBVIPfi Duah'y Crlter/a. BSB-0eaMeCbl Buildmg Component 400 Sunnsa Avenue. Suite 270 bahylnlormaflerl eveAable frem TrussPlatelnsMub,2670 Crain Mghway. Suge 203 WaWOrf, MD 20601 Ralevik CA 95661 215129 G1 (FLAT GIRDER Ply • Denny"s Rexburg R70610388 Wed 4x5 = Scale=1:20.5 .roe LOADING (pst) 30.0 SPACING- 2-0-0 Plate GOP DOL 1.00 CSL in (lDo) I/tle8 Ud PLATES GRIP (Roof Snow=30.0) TCDL Lumber DOL 1.15 TC 0.21 BC 0.74 Ert -0.04 3-4 >999 360 MT20 220/195 7.0 BCLL 0.0 Rep Stress Ina NO WB 0.02 ) ) -0.06 3-4 >733 240 -0.00 3 BCDL 10.0 Code IBC2018/TP12014 Matrix-P ) n/a n)a 0.02 34 >999 240 Weight: 27111 FT=15% LUMBER- BRACING- O TOP CHORD 2x4 F N0.186tr BOTCHORD 2x6 OF Stu TOP CHORD 2-0-0 oc pudins: 1-2, except end verticals. WEB WEBS 2x4 OF Stud BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. REACTIONS. (size) 4=11yiechanical, 3=10echanical Max Hom 4=95(LC 5) Max Uplift 4=136(1_C 4), 3=-136(LC 5) Max Gmv 4=845(LC 1), 3=846(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuti 15mph (3-second gust) Vasd=9l mph; TCDL=42psf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; MWFRS (envelope); cantilever left and tight exposed ; end vertical left and right exposed; Lumbar DOL=1.60 plate grip DOL=1.60 2) TCLL; ASCE 7-16; Pf=30.0 pat (Lum DOL=1.15 Plate D0L=1.00); I8=1.0; Rough Cat C; Partially Exp.; Ce=1D; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other five loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 4=135,3=136. 8) This truss is designed In accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9) This truss has been designed for a moving concentrated load of 100.011a dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcumant with any other live loads. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1354 lb down and 168 lb up at 1-114 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 12) 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 A5, Plate Increase=1.00 Uniform Loads (pif) Vert: 1-2=74, 34=20 Concentrated Loads (lb) Vert: 6=-1354(F) April 28,2022 A WARNING -Ve fi design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 9192020 BEFORE USE. Design valid roc use only wAe, MRek® comeckrs. TNs design Is based only upon peeped... shown, and Is fire. Individual building component, not �� truss system. More useWilding , the ding designer must verily the applimbilMy a design parameters and property Incorporate Ns design info the overall bulking design.Bred, indicated is to prevent bucklkq of Individual Inns web amour chord members only. Addhional temporary and permanent trading MiTek' sah ysmqulredrorsNpre blMyandkventcolapso MthpoasbWa monalini.,.I,operydam.ge. ForgeneralgiidancetegaMingim rabrirstion, stwage, Eawary, erection and bradng oftusses and Wass system, need ANSI/7RU quietly, Gripers, pwb arW SCSI quads, Component MiTek USA. Ind. Sa/aty Info.madon available fmm Tmas Plate Inetkul., 2670 Crain "ghway, SUM.203 wek.d, MD 20601 400 Suiviae Avenue. Suite 270 Rosy CA.1... a mo ng m o ..& Ny D m D ed A X mm II r N o T vzO W uc cm�mma � m c� oo. J a m i Sm GJ I���Om 3cycn �c�aoz io 5.m c Win? Emo3 na N' Ica-, n .� r moss mm 3 mJ P �a aJo._ �mo aamm SR '-N,0 vm m�.mG o'icn mm am5> mm a s �Jo s mo m o ' co o-I y�n^cm'12 3ma J oz J o O.w?�j oG S 3 boy _ImmJ 'amS Nam 0�3� m mN 'D d O^ J m O m S m m m ,y. R N C m J m N O m G m f0 ^. S O-66.Q d 0 O J C N ' m d J d O 0 A a �o P= c 5 - � m r w m c c C ;aco X CS 2p0 9,3 m m wp n O SO MOE w N J( (OD J ( O W m D C m0b Fw ;Zm Mo> v� a-�tm_n N N 0)m 9 o mp mm 3m N? y C mm zz o•m G m �'. w� m am cm CD m CD 2 m �fo N m Nrn fitN D m D mr y N m m a (nm M Dj ON mm 00 �. w t0 < m Z z3 N J d a w N — yA M m moo a = o F o J m < m L� o:, b A D J O w N Z m m v y; w 3 :E_ v `o_ y o m 2O A < Z m c y� m m N m om a TOP CHORD TOP CHORD N w N Z7 m 0 J m N A W N v-n O. i O m CI V N N A � N + O MOU)l W �DO 85C SU 23 dmQ oo,L A NN ZHo , � 'o' m$a =9 mo �RID o ap o.F pm o mm m CD vm n mpd COovw xm � O 5 oam mT1mQo�. OR om ^m °3°-m3 m—o m ^ B,m °3,ma0q ^. o=u.c 5. C f .- - s��mJQ �3 U. mmmy co 0.o fm m,F m N0omdy n vc o'o -a W5 O 0GdNtl l oB7 O ^�-wwWI1 mm uym 3 3 om-o m° g An 5m3 m 0, .3,1E >v mm 5,Ca mxZwmm 'm m _m0vc)cn 'mm9 a N'm 6—++1 FL. m p (D , m. mm c n °'� - 30 y O 3 ° a m n « F'm m a m m o _ m m y Fi ° o m ° g ' m o h (D 3 - 3 Z m G r4