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Home My WebLink AboutFinal garage review 6425 Van buren Street i Date: 3/07/2023 -7:06 AM .- Design Flame:Garage Design ®��ee Design ID:301856776488 esi Estimated Price: $6,935.31 GARAGE H *Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included. APPROVE Jensen D03/31/2023 How to recall and purchase your design at home: How to purchase your design at the store: [oil .® ` 1.On Menards.com,enter"Design&Buy"in the search bar 2.Select the Garage Designer 1.Enter Design ID:301856776488 at the Design-It Center Kiosk in the OR 3.Recall your design by entering Design ID:301856776488 Building Materials Department r 4.Follow the on-screen purchasing instructions 2.Follow the on-screen purchasing instructions SEPARATE PERMITS FOR: ELECT Match siding/roofing with existing house -C Floor type(concrete,dirt,gravel)is NOT Included in estimated price.The floor type is used in the calculation of materials needed.Labor,foundation,steel beams,paint,electrical,heating, plumbing,and delivery are also NOT included In estimated price This is an estimate.It is only for general price information.This is not an offer and there can be no legally binding contract between the parties based on this estimate.The prices stated herein are subject to change depending upon the market conditions.The prices stated on this estimate are not firm for any time period unless specifically written otherwise on this form.The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN.All information on this form,other than price,has been provided by the guest and Menards is not responsible for any errors in the information on this estimate,including but not limited to quantity,dimension and quality_Please examine this estimate carefully. MENARDS MAKES NO REPRESENTATIONS,ORAL,WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST.BECAUSE OF WIDE VARIATIONS IN CODES,TI4ERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.THE PLANS AND/OR DESIGNS PROVIDED ARE NOT ENGINEERED.LOCAL CODE.OR ZONING REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION. For other design systems search"Design&Buy"on Menards.com Provide min 6" wide block and maintain min 6" clear space to framing to ground. Anchor bolts: min 7" embedded in concrete, min 2 per sill, min. 12" from plate ends, min. 6 ' O.C. i Call for framing inspection i prior to building wrap/ siding. � I 20' 4 t_____________________________________.____.___ I i - ' 2' i Provide treated bottom plates 20 Anchor bolts: min 7" embedded in concrete, min 2 per sill, min. 12" from plate ends, min. 6 ' O.C. This plan copy to be at job site For other design systems search"Design&Buy"on Menards.com fw. For other design systems search"Design&Buy"on Menards.com Dimensions Wall Configurations *Some items like wainscot,gutter,gable accents,are not displayed if selected. Provide wind-rated Anchor bolts per code door to meet 115 mph NONE= d f 1 N i� 1 »..............nwure......r...«..dcw.+.ww.v...n.. �y,. �� 1 ST �� I i ... _ �0l)' Min. 6" clearance from ENDWALLB framing/siding to grounglDEWALLD Ideal Door®3-Star 16'x 7'White Standard Value Non-insulated i i J 1 + 1} � X 15, 3 . 2 f 20' . I SIDEWALL C ENDWALL A Commarider®36W x 80H Primed Steel 6-Panel For other design systems search"Design&Buy"on Menards.com Materials Building Info Building Location Zip Code: 55421 20' Building Width: The trusses included in your estimate are prebuilt with a 24"overhang, the overhang should be trimmed to correct overhang size. Building Length: 20' Building Height: 8' Curb: None Foundation Type: Poured Wall Framing Stud: 2 x 4 Roof Framing: Truss Construction Truss Type: Common Roof Pitch: 4/12 Pitch Eave Overhang: 12" Gable Overhang: 12" Custom Garage Plan: Yes I need a custom building plan Wall Info Siding Material Types: Vinyl Vinyl Siding: ABTCO@ Cedar Creek'" Double 4,Color:Khaki Vinyl Corner Trim Color: Khaki Accent Material Type: None Wainscot Material Type: None Wall Sheathing: 7/16 x 4 x 8 OSB(Oriented Strand Board) House Wrap: Typar House Wrap 9'x 100' Gable Vents: None For other design systems search"Design&Buy"on iVienards.com Roof Info Roof Sheathing: 7/16 x 4 x 8 OSB(Oriented Strand Board) Roofing Material Type: Architectural Shingle Architectural Roofing: Owens Corning@ TruDefinition@ Duration@ Limited Lifetime Warranty Architectural Shingles(32.8 sq.ft.),Color:Estate Gray Roof Underlayment: #15 Felt Roofing Underlayment 3'x 144' (432 sq.ft.) Ice and Water Barrier: Owens Corning@ WeatherLockO G Granulated Self-Sealing Ice and Water Barrier 3'x 66.7'(200sq.ft) Fascia Material Type: Smooth Aluminum Fascia Fascia: 6"x 12'Aluminum Smooth Fascia,Color:White Soffit Material Type: Aluminum Soffit Soffit: 16"x 12'Aluminum Vented Soffit,Color:White Gutter Material Type: None Ridge Vent: None Roof Vents: None Openings Service Door: Commander® 36W x 80H Primed Steel 6-Panel Overhead Door: Ideal Door® 3-Star 16'x 7'White Standard Value Non-insulated Overhead Door Trim Type: Vinyl Vinyl Trim Color: White Additional Options Ceiling Insulation: None Wall Insulation: None Ceiling Finish: None Wall Finish: None Mounting Blocks: Yes Universal Mounting Block: 7.6 x 8.4 Universal Mounting Block,Color:White,QTY:2 Hydronic Radiant Heat: None Anchor bolt: Grip FastO 1/2 x 10 HDG Anchor Bolt w/Nut&Washer Framing Fasteners: Grip FastO 3-1/4 16D Vinyl-Coated Smooth Shank Sinker Nail - 5 lb, Box Sheathing Fasteners: Grip Fast© 2-1/2 8D Vinyl-Coated Smooth Shank Sinker Nail - 5 lb. Box Roofing/Shingle Fasteners: Grip FastO 1-1/4 Electro-Galvanized Coil Roofing Nails-7,200 Count Truss Fastener: FastenMasterO TimberLOKO 5/16 x 6 Hex Drive Black Hex Head Timber Screw- 50 Count Overhead Opening Hardware: No For other design systems search"Design&Buy"on Menards.com Midwest Manufacturing TrUSS: C11 O20 A(](]t'tss] JobN.ntr.: ffiS S'['OCTi A(]&ess 2 Datc; 02/22/17 (P:25:01) City:Stine Zip PN e,: 1 of) SRNN MUCH ()T'Y OHL 0111: CANT L c ANr Iz PI.YS SRAC.INO NVO r/PLY 20-0 0 4/12 1 2-00 2-0.0 0 0-0 0.0-0 1 24 in 61 ibs 24-0-0 2-00 -4-14 4-7 - 4 72 . 14 100 14 t0 U-O 14 7-21 20 fJ p n 1 r..f:`.. _...... 12�d v 16 - 1 - .. 7 L- 4 0-0-0 10.0-0 0-0-0 0-0 0 At1.plate:;::Imwn to Ix+Eal,1c 20 unla: otlsciwise❑W a-d. Loading(psfl General t'Sl 'AIYToDwL(F:1F�1lU.4Jr fi Rep . TPIp1 Stm1m:a ry I> nl:C110 JR1L i. Q3 ]l oq) Allowed L/613 r5-61 I./IFA BC: a?t, yea? 6 L/240Mbr Inees Ir 1#.b: 0.77 0 5BOLL: 0 LmherD.G.L: 115 CDL: 10 u:T Reaction Summary 7't Brx�::cr„L-o Brr Wichh Agd Erg Wichh M."'r—n Ma<Gr�..Unlitt M A•ISY"F""i pliF M "SC" in'tl M Unlif M Ib- 1 1 3...w ,..7.7.a ),44816� -?4H Ib:. .249 3b. g Ilra 5 1 3,5 as 2.27 in „M1 a$lbs - - .-24811, 24S➢.+s it[aterlal Summary BraringStimm.1ry 'CC SPF ir, 4 'l1^Br:;,c':c+,: beatudoe P,.ulina at 3-I-Cl.fl,rr9i,.dnug;!ry Ul,rss BC SPF AI2 x 4 BC BraciuE ^.t.,cattr.<S or Aslaa at 10-n_ri.P,.uJin d<aria by CMxr lvct•:. SPF S..,d 2. Loads Stunmary 11'Ilris mass has brcn daa�rd for then{feels cf b.ilancec3 and a 3>„!:ua<cd.cxru•lends For 1,iErilgables as accordaru<,arIIhASCF:7-1 U.x ides tir•following vsca-.kfx.,cd n,Inz f.0 p_,f gro,><xl rnv load,"t2sraSn i:atGocy S,E,,pesu.-<.Cnt.gory Fully Ecper:ad<Co�7.91,Risk Cafegeg•II(I=LfNJy,'[haunnl Cnndir,Cold auci3;„cd(Ct=1.1),DGL%=1.19_iJnvc.rminaed.If tix. roof c«,Synradon cfrff as txern hiprg blq Bnik:iog Desigp<.- ll verify corns•Ioa3-.- •�This truss}a;,a 1—;,d-iNr,,f to a--fur d-aflccv of ico darn,f-,-,5v;at 8r. 3)'Mis tn,ss 1. b foe the ff—c ofv.•ind loads inauordan-.nix-i'uaA.`;CEI-IIJn•ith Ilx-fr.3lmvinp,ux+r dcfir�d input: 115 mph(Faetorocp,F�Fo.�Jre II,PrruJoxd,C7nblelf-Hp, File Categc+,y II,G�xatl Bldg LNnas 25 ft x h0 fR h=f 5 H,&i Zane Tnsu,A Wherxl webs;:aviica;d.IYJL=1.«J 4}M;rtr mr.soragc ntSc Ha;6nghan been appLod inacc«da®-.<.vrilh LKC:3QL5 Member Forces Slunmary i<<aArA<::htnurrID,asxCl,nixaxl hrcq(m.+roprE:cn.iEAiifrrcnt�rm :an i.Jfcr:)lmlyrm:grot th.mSu0lS;xs+:hm^,nll:i e. P_ ' 3 r3:fA9 2f 1116, 3-t 04W n s a 071 33 W cic rl( lY 111J Ih: 3{• 04-, (nd 1 Ad 0-1'14 -3(-1b- JSI Summary 1=0.£i7,2=0-33,3=fi.9S,4=0.53,5=0.87,.v.,d G=075 Notes 1)Uriler..nWnd n;lx.raxre,do rmc art or ekes anyrm:a munt+er a pla;<.with«.R(xior apl>rr,vai frw-n n Profe:+snnal Fia}�ex+rs- R'txs;tAai++trees izxs!x-eun d�.•wn fr,r.panlity acaacarn:o iMPe.CYYx4 fir.I ubk Fofyg,—Mcffmd pay TPI 1-XJi;7,2:`h:Ew,1r 3:;h>!1 txi axd 3111w futx�ionriaawlorar,co iac thi:c roo£mnss i>O i6>(C'q.—]nf31- 45Be:acr.bawm cla.:dtw:d,;ro[Ywcd:lxattrio cr pnrlins p<r l3reciugdurla,ary 51 Crnop I,"txon r•midcrad lea tt<.nnalysi-of lhia trues. 61 I-.i2«f wind,.,Phffl road—ba:od n NRVF•RS Si CfiC 1oa6rra:, ALL PERSONS FABRICiNnNO,IIANDLING,EP E(--9Vt3 0"INSTAIS.INO ANYTRUS BA,F.D UPCIN iI Iid TRUSS DES ION DRAWINO ARE WSTRr C.Ti1i'IX]g1Tt.T.TY?AL7., TmcBui[d!.5,5oftu�ne v55.2:2A0 OF71-IEIhITRItC71C•NS,IINTITAIIOM AND QT-;,UJnCAMONS SECFCIRTA IN'17 I FAGIE A=AL PI:CM.1171 DEIGN N1,71ESI S F,KTED VTM'CHI;D,E;IGNAND 1-�;Ic MdaLTAoducts AVAIL 10I-E,FRCabI EAGLE UPON REQiJE>T DY;ICIN VAUD ONLY WI IIiN FAGLE NIM-ALt:ONNF�_'Tms;U2Et.15E-SJ. Uxuz.'IX 752:14 For other design systems search"Design&Buy"on Menards.com Job Truss Truss Type Oty Ply OTRECO772458 TIE COMMON 2 1 1 Job Reference(optional) Midwest Manufacturing,Fau Claire,W1 Run 8.79 S 8.61 Aug'[1 2022 Print 8.610 SAug'I t 2022 Mr7ek industries,Inc..Wed Feb 22 09:55'2 Page'!1 10'1Yt2VgkLNImVpt--d3p0,n-id(3 -GyStyZ20_d2p"trnZBWGLJWIXtXVyn02Uoa�-Tgxk16 t-y o o �1-0-0 .---- ---- o-o-o- - -- 20°°----- --- 1_p ---{---------------- 10-0-0 ---}i-o-o-� 4 r 1.5X4rr 1.5x4" 4x4= 1 5 15x4n - .5x4 n �,._-.-, ?-3 4 � _ST+ I'ST n� ST 17 - 2 , 1.,' "i• 13 �.....�i'.'7G.12 11 iY 70�;r 3x4s 1..5r.4n 5X6= 1.%4u 3%4- . 15.4. 1 5x4u S-IL=4.41 9 Plate Off----ts(C,Y):[2:0.2-0,0-1-10j.[3:0-2-0,0.1-10],112:0-3-0,0-3-01 Loading (pst) Spacing 2-0-0 C51 DEFL In (loc) I/deli Lid PLATES GRIP -1Ci_I_(roof) -0.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) nla - Ala 999 MT20 1971144 Snow(Ps/Pg) 20.W30.0 Lumber DOL. 1.15 BC 0.27 Vert(CT) nia - nia 999 TCDL 7.0 Rep Stress incr YES WB 0.10 Horz(CT) 0,00 19 AM Ala BOLL. 0.0' Code- 1RC20'13/TP12014 Matrix-MS BCDL 10.0 Weight 63 lb FT=15% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing dlreetiy applied or 5-0-0 oc purins. BOT CHORD 2x4 SPF No.2 BOT CHORD i id ellin i I Il d r10-"oclgrooln OTHERS 2x4 SPF Stud MITeK recommends that Stabilizers and required cm55 blaring be REACTIONS All bearings 20-0-0. installed during truss erection,In accordance with Stablilzer (to)- Max Hartz 2=45(LC 15).-15=-45(LC 15) instal ration guide. Max Uplift All uplift 100(It))or less at joint($)2.3,'10.It.13,14. 15, 19 Max Grav All reactions 250(Ib)or less at joints)11,12,13 except 2=265 (LC 21),8=265(I-C 22),'10=607(LC 22),'14=607(LC 21). 15=2 55(1-0 21).19=265(LC z. ) FORCES (lb)-Max.Comp,/Max.Ten.-All forces 2.50(lb)or less except when shown. WEBS 314--426i154,7-10=-4261154 JOINT STRESS INDEX 2=0.83,3-0.51,4=0.5'1.5=0.33,6=0.5-1,7=0.51,8=0.83.10=0.5'i,11=0.51,12=0.22,13=0.51 and'14=0.51 NOTES .i) Unbalanced roof live loads have been considered for this design. 2.) Wind:ASCE 7-15:Vult=115mph(3-second gust)Vasd--91m ph:TCDL=4.2psf;BCDLm6.0psf:11=25ft:Cat.If:Exp B:Enclosed;MWFRS(envelope)extenorzone and C-C Comer(3E)-i-0-0 to 2-0.0,Exterior(2N)2-0.0 to 7-0-0.Comer(3R)7-0-0 to 13-0-0.Extenor(2N) 130-0 to 13-0-0,Corner(3E)18,G-0 to 21-0-0 zone;cantilever left and right exposed:end vertical left and right enposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.50 plate grip DOL=L60 3) 1 cuss 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 ANSIIT"P1 1, 4) TCt L:ASCE 7-16:Pr=20.0 psi(roof LL:Lum DOL=1.15 Plate DOL=1.15):Pg=30.0 psi Ps=20.8 psf(Lum DOL=1.15 Plate DOL=1.15):is=1.0:Rough Cat B;Fully Exp.: 0e=0.9:Cs=1.00;Ct--1.10 5) Roof design snow load has been reduced to account for slope. 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of'12.0 pst or 1.00 times flat root load of 20.8 psf on overhangs non-concurrent With other live loads. 3) All plates are 1.5x4 MT2.0 unless otherwise indicated. 9) Gable requires continuous bottom chord bearing. 10) Gable studs spaced at 2-0-(3 oc. 11) This truss has been designed for a 10.0 psi bottom chord Irve,10 ad noncon current with any other live loads. 12) `This truss has been designed for a live load of 20,00 sf on the bottom chord in all areas.where a rectangle 3-06-00 tall by 2-00-00-id.will fit bet-A the bottom chord and any other members. _I 3) Provide mechanical fonnection(by others)of truss to bearing plate capable of vAthstanding-100 lb uplift atjoint(s)2,3,13,14, It.10,2,3. -14) Thistruss is designed in accordance with the 2018 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIif PI 1, LOAD CASE(S) Standard For other design systems search"Design&Buy"on Menards.com Dimensions Wall Configurations *Some items like wainscot,gutter,gable accents,are not displayed if selected. I Materials Building Info Building Location Zip Code: 55421 20' Building Width: The trusses included in your estimate are prebuilt with a 24"overhang, the overhang should be trimmed to correct overhang size. Building Length: 20' Building Height: 8' Curb: None Foundation Type: Poured Wall Framing Stud: 2 x 4 Roof Framing: Truss Construction Truss Type: Common Roof Pitch: 4/12 Pitch Eave Overhang: 12" Gable Overhang: 12" Custom Garage Plan: Yes I need a custom building plan Wall Info Siding Material Types: Vinyl Vinyl Siding: ABTCO© Cedar Creek" Double 4,Color:Khaki Vinyl Corner Trim Color: Khaki Accent Material Type: None Wainscot Material Type: None Wall Sheathing: 7/16 x 4 x 8 OSB(Oriented Strand Board) House Wrap: Typar House Wrap 9'x 100' Gable Vents: None For other design systems search"Design&Buy"on Menards.com Roof Info Roof Sheathing: 7/16 x 4 x 8 OSB(Oriented Strand Board) Roofing Material Type: Architectural Shingle Architectural Roofing: Owens Corning@ TruDefinition@ Duration® Limited Lifetime Warranty Architectural Shingles(32.8 sq.ft.),Color:Estate Gray Roof Underlayment: #15 Felt Roofing Underlayment 3'x 144' (432 sq.ft.) Ice and Water Barrier: Owens CorningOD WeatherLock© G Granulated Self-Sealing Ice and Water Barrier 3'x 66.7'(200sq.ft) Fascia Material Type: Smooth Aluminum Fascia Fascia: 6"x 12'Aluminum Smooth Fascia,Color:White Soffit Material Type: Aluminum Soffit Soffit: 16"x 12'Aluminum Vented Soffit,Color:White Gutter Material Type: None Ridge Vent: None Roof Vents: None Openings Service Door: Commander® 36W x 80H Primed Steel 6-Panel Overhead Door: Ideal Door® 3-Star 16'x 7'White Standard Value Non-insulated Overhead Door Trim Type: Vinyl Vinyl Trim Color: White Additional Options Ceiling Insulation: None Wall Insulation: None Ceiling Finish: None Wall Finish: None Mounting Blocks: Yes Universal Mounting Block: 7.6 x 8.4 Universal Mounting Block,Color:White,QTY:2 Hydronic Radiant Heat: None Anchor bolt: Grip Fast© 1/2 x 10 HDG Anchor Bolt w/Nut&Washer Framing Fasteners: Grip Fast(@ 3-1/4 16D Vinyl-Coated Smooth Shank Sinker Nail- 5 lb. Box Sheathing Fasteners: Grip Fast© 2-1/2 8D Vinyl-Coated Smooth Shank Sinker Nail - 5 lb. Box Roofing/Shingle Fasteners: Grip Fast© 1-1/4 Electro-Galvanized Coil Roofing Nails-7,200 Count Truss Fastener: FastenMaster© TimberLOKo 5/16 x 6 Hex Drive Black Hex Head Timber Screw- 50 Count Overhead Opening Hardware: No For other design systems search"Design&Buy"on Menards.com Midwest.Manufaettiring Truss: C11020 Addit'eas 1 JoWmtr,: RESSI'OM Address 2 Date: 02/22/17 09:25:01) City,Stale Zip Diu: l of 1 Sf'N'I PIIXIf Q'IY 0111, OIFR CA, r L. CANr IZ PLYS SWICING WO IP LY 20-0-0 4/12 1 2-00 2-00 0-00 0-00 1 24 in 61 Ilw i q_14 4 7 2 4 12 5-4 14 2-0-0 .,4-14 10 0-0 14t t 4x�- _ •,�'- �-' �" � _ 1214 r> 5XG- a 0 o-n-o o-o-o �O-p-E7 All platy:shown to Ix-E.x�-Ic.20"tiles othnwi.;c"o1M. Loading(ps,f) General CST Summary I>eilectlou Il floc) Allowed 42 Bldg Codo: IRC21-,15+ 1�,: 0.67,I-,.n iEx:Z 0.38 ics L7611 (5-61 LJ IFIJ c" ati PrJP0:47150 TFI I-2WI BCn Ni,ZS.: p.l'14, 1-/944 6 I_/240 TlCDT.: 10 Rce A4br lncca--Yee W6b_ 1)77(4.6) 13-TI__ p.fr,a, 5 IICLL: !� U.,mlxr D.CtL.: 115g BCIY v 10 Reaction Summary JT B,r.C-bd Bm\Mdth RuMrp Width 7.4.on Rcnv A4a�ftx,vUplifl N AQWI"4i�itpla'y N (' (`III'h M Uplift M Ilr" I 1 3.11 in ,v 7,4S81b, - -2481L+, -21,416= £1Gs 5 1 3.58a 227 iu 1,1a81bs - - -24£!b; -24S ILs NIaterlal Summary Bracing Summary TC :3PF 92 2 e 4 TC I3:aciW, >B-1-3 or n.li-t 3-I_iJ.Pvvla„k•. fn try d:zhe,ra BC SPF 1/2"2 s.4 BC.Bcr,rSu 2j-*c-d or Fud"vz ne 70-0.c�. des r Lry; crs Web, SPF FS 3 2s 5 Loads Summary i)Ttustr.,,ss1n,;lx.cuderJ dFbr tbeeffeetsofb:daur�d,v,dcrr3+:dnrx<:dswv�k;ade for ro3�)ot�'„laltc,c i1lsu,o nttan,f:d�r,,gs Zw9s Hh.arr�,c sti;tw mataxi�:d�eC;<ntaza f adrereecsrosv f�ffrry o,eHmdd,tf kFonox lr�J p.dFox�v;n+t axJ<,a�e HC s.n+at3rt ekaoci,if�vo rge y ifLn rbFi.u esti>i9yy��Hef.gr 1�:ro3vn eiaac llaed ry nn(<cCr,d er:fvoy u=r a:"ad.}lr;owS<w,Q3�:,•L lavRo:laiIsId.kx;sC..C eBam7.te r-g.5]eL. rpcip ywl IIvg�ha(tII+tl=ca�fSio.f,1x'jao)uw,'•:hiagcad crmarrnscy;il.6-Cr+,fkossfuWrGdPs i,Ccnrr F.rbt 7:- Rik=.m.gwyII,7vil H.r-,Uu ?5ft<6pfy,t=15 f,F-iZnTz„Boher ldIl v1u5uw nn::idpl-nt httic oi.<eFI f(aoCclttlao==wc.lda.,lgl,)}e,•:<Us TxC o)dL:»e.r-fei r 1�Hc.lid,Ii.t Ln-.lIcue wxr,.cd0s,i plOnstxa:bgukl.n lIl,,xfix tph1 , y. curbs cav:i<kr i.ITJL=I.eu 4)Mi--I�app.uktic kruc5oc,ha:been mpPLad ivaccocdaueo.wiry IRC_V&5 Member Forces Summary i4 ir4(N «(�'t1 lh: 4S r0ln :,"gi;<ttc Nr st o,]a5 F,51a.. Wok' 6 4 I M).f Ih ;4 -•IR6 1..._ 4d U.11•. -1 M'S lb: JSI Summary 1-=0.57,2=0.£3,i 0.9£,4-0.£3.5_.(J.£7,nrd 6 (75 Notes 1)Ulilr.:.,:,-,aJ od-e.nci�r.,do-tc,n or"t-anYt -.•n>rn:t,er aplat<.wi n+x}+;icy ap}xm.il i'rom aYrofc.rr.'nacI Finrirr rs 'L)W}xud,i Inns bas bean chosen tar,LaaAtya�aran,:e icrperzron,tL�e iAnaSla F'olygro Motirxl F- PI1-2i10.7i1_hspre:3 okv"xll txs usri 3)'Ltx:ftahcicntic,:,snkslu,cc foe rki,xmuf trur�is0 W(C•y.=,1A01. 4)13 ra cc bcvrom .b-d wJaxpf—d-,I-tying cr purluvR pa Braying Svunuvira� Si Creep lszc:mnn annMnr�in tI,r,-Ir-i;of t1v::rcux,. G)i.3sad u v,p1i£t cc:.r.Iion band cn MWT'RS. C,4i'loxdi AI,L FERSC2 tS PABRtCAT7NtZ,FiA1VU71NC•,FIiBC'TTNCic?R INiTiITJ.SNCl ANY'IRSI,C;II 4^.i7?Til'O:J'FF IIS TRS7 rF;IC,IJ DRAWIN3 ARE IN.^-,TRUCTF2?'Tt:tiT'fR'[7�AL2, Tn,,,BWldR;?Sofa—v5-5,2,240 OF'TI Ihi✓TRUC`f7C:NS,L7A4IIA'ITONS AiJU C2L7tS]FICATION:i SF,1'FCIRT'rIIN'II3EE.A,.,LF;N qZ.PAC3+✓IIC'PSDESIC,NN7[7-_>ia5IJF7]WZ[Z 3'I'IIIS U-MCNANU F-t�1n M<r7al S9rx)nas AVAtLABI�FR(3it4 FAC}L.L iJPON RFJIUF�'i'UL-SIC7N VALID OMY WFIl":,,lEAC3LE ME?CALiY>NN&:`IY:bi. AAF,DS}gU. nauu-,[at v-ca+4 For other design systems search"Design&Buy"on Menards.com Ta ss Truss Type ally Ply 1 QTREC0772458 TIE COMMON 2 1 Job I I I I I I Job Reference(optional) U111-14 R— 8 79 S 8 51 Aug I 1 2922 P1111"a 51D 3 All,11-0122 ire, Inc.Wed Feb 22�C19 Vi,27 Page. I Fa.Cl.lm.VVI 7 1, In 4 12 1 aka- 1 5x4. 23 4 ST 22 ST 25 7 0-3-1 1 --------- ...... 14 13 12 11 5X4. I rX41. PlatOOffSetS(X,Y): Loading (psf) Spacing 2-0-0 CsI DEFIL In (to-) Vdell Lid PLATES GRIP TCLI-(roof) 20.0 Plate Grip DOIL 1.15 TC 0.35 Ve rt(LL) '13 nfa 999 MT20 1971144 51161M(PSJPV) 20.3/300 Lumber DOL 1.15 BCD,Z7 Vert(CT) nia nta 999 T COL 7-0 Rep Stress Incr YES VVB GAO Horz(CT) 0,00 119 nia nia PCLI' 0.0, Code IRC20Ia/TPI2014 MatnX-%4S Il too Weight!63 Ili FT LUMBER BRACING TOP CHORD 2X4 SPF f,-jG.2 TCP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlIns. F30T CHORD 2X4 SPF No.2 13OF CHORD Rtaidecillnudire'; OTHERS 2x4 SPF Stud MITek recommends that Stabilizers and required cross bracing REACTIONS All bearings 20-0-0- Installed during truss erection,in accordance with S�fabslizr 0b)-Max Horiz 2--45(I-C 15).15-45(LC'15) Insta allan guide, Max Uplift All uplift 1013 111))or less at joints)Z 3, lo.11. 13,14. 15. 19 Max Grav All reactions 250(lb)or less atjoInt(s)11, 12,13 except 2=265 (LC 21),8=265(I-C 22), 10=607(LC 22), 14=507(LC 21), 15=755(I-C-1),1 9=255(1.0 22) FORCES (lb)-Max-Comp./Max.Ten.-All forces 259(b)or less except when shown. WEBS 3-114-4261154,7-10=-42Cf 154 JOINT STRESS INDEX 2=0-813,3=0.51,4=0.51,5=0-1-3,6=051.7=0.51,a=0.33,10=0.51.11=O.S1,12=R22, 13 0.51 and-14 0.51 NOTES I) Unbalanced roof We loads have been considered for this design. .7) Wind:ASCE F-15;Vult--i 15mph(3-scoona gust)Vasd--91m ph:TCOL=4.2psf,I3CDL=f3.0p$V ri=25ft:Cat.It:Exp 6:Enclosed;MVVFRS(envelope)exterior zone and C-C rn Coer(311H)-1-"to 2-0-0.Extenor(2N)2-0-0 to 7-0-0,Corner(314l)7-o-D to 13-0-0,Extencir(21,i)13-0-0 to 13-0-0.Corher(31H)1&9 0 to 2 I-G 0 zone:cantilever left and right cKposed,,end vertical left and right exposed:C-C for members and forces&MVVFRS for reactions shown:Lumber DOL=11-15D plate grip DOL=11.60 3) Truss designed for Wrid loads in the plane of the truss only. For studs exposed to wand!normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building devgner as per ANSIn F1 1 4) TCLL ASCE 7-16;Pr=20,0 psf(root LL:Lum DCL=1'15 Plate DOL=1.15):P9=30,0 pst.PS=7.0A P4(Lum DOL=1.15 Rate Rough Cat B:Fully Exp.: CeLo.9:C%=1.00: 10 Roof design snow load has been reduced to account for slope. 5) Unbalanced snow loads have,been considered for this design- 7) This truss has been designed for greater of min roof live load of 12.1)psf or 1.00 t)m es flat root load of 208 psf on overhangs non concurrent with other live loads. 3) All plates are Lfix4 MT20 unless orhetv.,se Indicated. 9) Gable requires continuous bottom chord bearing- 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 100 psf bottom chord We load nonconcurrent with any other live loads. 12) This truss has been designed for a live load Of 20.0psf on the bottom chord in all areas where a rectangle 3-06-0O tall b y 2-00-00 Wide will fit between'he bottom chord and any other member,- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13, 14,111,10,2,& 14) Tnis truss is designed m accordance with the 2018 International Residential Code sections 113502.11.1 and R302,10.2 and referenced standard ANSWIR 1, LOAD CASE(S) Standard For other design systems search"Design&Buy"on Menards.corn