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Date:8/23/2022- 1:43 PM
Design Name: Garage Design Design&Buy
Design ID:318854934183
Estimated Price:$16,736.72 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Roof Info
Roof Sheathing: 1/2" OSB (Oriented Strand Board)
Roofing Material Type: Exposed Fastener Steel Panel
Exposed Fastener Steel Roofing: Cut to Length Pro-Rib® Steel Panel - Brown
-SnowBar Trim: None
Roof Underlayment: #30 Felt Roofing Underlayment 3'x 72'(216 sq.ft.)
Ice and Water Barrier: Hydraguard Dual Pro High Temperature Ice&Water Barrier 39-3/8"x
61' (200 sq.ft.)
Fascia Material Type: Steel Fascia
Fascia: 12' Steel L-6 Fascia -Brown
Soffit Material Type: Steel Soffit
Soffit: Steel Vented Soffit Panel -White
Gutter Material Type: None
Openings
Service Door: Mastercraft® 36"W x 80"H Primed Steel 6-Panel
Overhead Door: Ideal Door® Designer 10'x 8'White Insulated
Overhead Door Trim Type: Vinyl
Vinyl Trim Color: Brown
Windows: 36"W x 24"H JELD-WEN® Vinyl Slider
Windows: 36"W x 36"H JELD-WEN® Vinyl Slider
Additional Options
Ceiling Insulation: Fiberglass batts
Ceiling Insulation R Value: R13 Kraft Faced Roll
Wall Insulation: Guardian R-13 Kraft-Faced Fiberglass Insulation 3.625"x 15"x 32' 40
sq ft
Ceiling Finish: 7/16" OSB (Oriented Strand Board)
Wall Finish: 7/16" OSB (Oriented Strand Board)
Anchor bolt: Grip FastO 1/2"x 10" HDG Anchor Bolt w/Nut&Washer
Framing Fasteners: Grip FastO 3-1/2" 16D Vinyl-Coated Smooth Shank Sinker Nail - 5 lb.
Box
Sheathing Fasteners: Grip Fast(D 2-1/2"8D Vinyl-Coated Smooth Shank Sinker Nails
Truss Fastener: FastenMasterm TimberLOK® 5/16"x 6" Hex Drive Black Hex Head
Wood Screw-50 Count
Overhead Opening Hardware: No
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Date: 8/23/2022 - 1:43 PM `
Design Name:Garage Design �E'Slg'1't�B�yTM
Design ID: 318854934183
estimated Price:$16,736.72 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Materials
Building Info
Building Location Zip Code: 55432
26'
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: 32'
Building Height: 8'
Curb: Concrete Block
Concrete Block Rows: 2 Rows
Concrete Block Type: 6" Standard
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: No I do not need a custom building plan
Wall Info
Siding Material Types: Vinyl
Vinyl Siding: ABTCO0 Cedar Creek" Double 4" -Almond
Vinyl Corner Trim Color: Almond
Accent Material Type: None
Wainscot Material Type: None
Wall Sheathing: 7/16" OSB (Oriented Strand Board)
House Wrap: Kimberly-Clark BLOCK-IT@9'x75'House Wrap
Gable Vents: NovikO 12"x 12"Square Gable Vent
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Date:8/23/2022- 1:43 PM '
Design Name:Garage Design Design ID:318854934183 Des• „„
rgn&Buy
Estimated Price:$16,736.72 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax labor,and delivery not included.
Midwest Manufacturing Truss: C11026
Address 1 7obNatre: RP.SSTOCK
Address 2 Da- 02/22/17 09:26:02
Ci ty,State Zip Page: 1 of]
SPAN FrrcH QTY OHL OHR CAN'17L CANTR PLYS SPACINO WGT/PLY
26-0-0 4/12 1 2-0-0 2-0-0 0-0-0 0-0-0 I 24 in 77 Lb.
30-0-0
2-0-0 7-7-d 54.12 5-4-12 7-7-4
7-74 13-0-0 1 B-4-12 26-0-0
TE Ji[6
f T 1.5�4 1
L 4� 12 4
ti u]
Jl VI r7
I j 3x10- -
T 9 10
4x4- 3x4- 4A-
0-0-0 0-0-0
9-4-47-3-5 9-4-494.4 16-7-12 26-0-0
All plans shown to be Eagle 20 unless othr isenoted.
Loading 4)sf) General CSI Summary Deflection IJ (lot) Allowed
TCLL.: 42 Mdg Coda: LRC2015/ TC: 0.95(1-2) Vert TI 0.56in L/547 (5-6) L/180
Snoss(F.Te:42/60 TPI 1-2007 BC; 0-86(5-6) Vut LL 0.3i. L/999 (5-6) 1,/24C
YCDL: 10 Rcp Mbr Increase:Yes 54bb: 0.72(3-9) Hors TLt 0-12 io S
B CLL; 0 Lumbor D.OL: 115%
B CDL: 10
Reaction Summary
JT Brx Combo Bre Yddth Rdd B%Wdth Max React M G Uo111t M—MWFRSI 9J l M C&CLlolifl Max Uplift Max Ho'
7 1 3.Sia 2.851n 1,8201bs - -291 lbs -2P116s .7 Jbs
5 1 3.5io 2.85 in 1,8201bs -29116s -291 Jbs
Material Summary .Bracing Summary
R'C SPP 165(V1.5 2.4 TC Braaag Sbeadsed
BC SPP 165011.52x4 BCBresin>r� Sbealhedor Purlins at IO-0-0,Purlicldadgpby 0lbers
blobs Sppswd 2x 3
Loads Summary
1)TILs truss hasbeendesigeed for the ell'eemof balanced end uabalaored snow toads for lvp Able im cxda—svAhASCM-10wilhthofdlow•ioguscrdcraacdiopue 60pafgrouad
mow load,T rain Caregory B,Fmpusure Categary Fullq E3posed(Ce=0.9j,Risk Caregory II(I=f 00),'Ibetmal C-66-Cdd ermtated(CI=1.1},bpL—7.15.U—B—d.If tlx
F'configura¢on differs from lupt�ble,BuOdiog Dssigter diallverify sow loads.
2)This buss bas bccn dasigmd t9 ar�u�for t!B effecb of iec dams forming at 0-caves
3)Tkristrvsshasbccn doagped fortheeff6ev ofwiodloadsin accardooce withASCE7-10 vnls dse fo➢owing uwr defined itspue 115 rnph(Parimred),Exposure B,E"clomd,Oable/FTp,
Risk CamgmyII,Osorall Bldg Dims 25 ft x60 f4 h=15 8,Fnd Z—Tross,Botbend webs considered.DOL-1.60
4)Midxnsan storarp atdc b6dhghesbnr appJId inacrordmre wdtb iRC SOLS
Member Farces Sulnmary Tad4mdicaos:Ma m.==C31 msx mdd fiats Gam:reap,.finenadiss a seas ma axial 6:ce1 oalr6socs gc—thml 10011.ae>A—la mi.I.ua
W 12 0.946 -3,7461ba
HC 52-d3 OO..]B4fiO3 433 0..743 •3,.,330993116s
4.30sI&
—,s616 Z81ba S 2
952 n
-1401Da 8.1 00 3456b -h
w s's 022 3E 0.722 1,1961ba (-fi51D>)46 0.3fi4 i031Da
JSI Summary
3=0.72,4=0.63,5=089,6=0.89,7=0.99,and 8—a89
Notes
])Udess oo�d odserwise,do not ctx or aker myirussmembel or place without prnr approval from a Profesaooal]3aytmer.
2)Wbe4 dtis truss has been rhosau far quatiry asvranceinspactioq ri>e Double PotygmMetbod per TPI 1-2007/Chapmr 3 shillba used.
3)'Ibs fabdwdon mloranco for ddsroof e•uss is 0%(Cg=1.00)_
4}B[ar�bottom cLvrd vdlha
apove ahr ling or p,,rlinsprr Bracing Summary.
5)Creep 1_been....id_'."atlas analysis of rlas b•vas.
6)used v4md uplillreaoff n basod mMWFRS&C&C loading. .
ALL PERSONS FABRiCATING,HANDLING,EABCTING DR INSTALLING ANYTRUSS BA.SEO UPON THIS TRUSS DESIGN DRAWfNG AAB INSTRUCTEQ'ROR.EFPATOALi, TatcBnild®Soft--v55.2.240
OF'LHEIIa`STRUCTTONS,LiM1.17S;1IONS AND QUAUPICATIONS S]dCPORTHINTT-7B.PAGLB MED1I,pRCIDUCTS DESIGN NCTES ISSUBD WITH THIS DESIGNAND Eagle Metal Products
AVAILABLEFRCM EAGLE UPON REQUEST.DESIGN VALID COYLY WHI3V PF,GIE MEI'ALCOIY[•�CTORS ARE USED. Dd1oa.TX75234
For other design systems search"Design&Buy"on Menards,com
Date: 8/23/2022 - 1:43 PM
Design Name:Garage Design �eSlg11&Buy Design ID:318854934183
Estimated Price: $1,6,736.72 GARAGE
"Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Job Truss Truss Type city Ply
OTRECO750323 Ti E COMMON 2 1
Job Reference(optional)
Mltlwad Manufaduring,Eau Claire,WI Run:8.4 S OAug 162021 Print:8.400 S Aug 16 2021 MITek industries,Inc.Thu Aug 1808:1232 Page,1
I O:ily3NT5g6N mF 7u FbNMBWu2vmg RF}IS,MJGGcpgXFpdJ HCIRoS7ab EbOd FW"OFt?4puymg Or
-1-0-0 13-0.0 i 26-0-0 --f7-D-4
1-D-o 13-040 13-0-0 1-D-o
4x4=
7
41P 5 31 8 8 32 9
30 4 S 5 10 33
3 ST4 S 4 11
h
5 3 3
1 511
0-3 1 2B1 - 12 13
22 219 18 17 15 15 14
3x4= 5x6= 3x4=
26-0-0
scale=1:50.6
Plate Offsets(X,Y):08:0-3-0,0-3-01
Loading (psi) Spacing 2-0-0 CSI DEFL In (Ioo) /deft Lid PLATES GRIP
TCLL(roof) 20-0 Plate Grip DOL 1-16 TO 0.18 VergLL) 'fa - nra 999 MT20 1971144
snow
(Ps/Pg) 20.a ao.0 Lumber DOL 1,15 BC 0-15 Vert(OT) nfa - n1a 999
TOOL 7.0 Rep Stress Incr YES WB D.05 Horz(CT) 0-00 12 hire nra
BOLL O-D- Code IRC20INTP12014 Matrix-MS
BODE 10-0 Weight:90 lb FT=15%
LUMBER BRACING
TOP CH OR 2x4 SPF NO-2 - TOP CHORD Structural wood sheathing directly applied Or 6.0-D oc purllns.
BCT CHORD .4 SPF 11..2 BOT CHORD RI ld cellInci directly appi,ed cr1D-O-0 oc bracln .
OTHERS 2t4 SPF Stud MITek recommends that Stablllzers and required cross bracing be
REACTIONS All bearings 25-3-0. Installed during truss erection.In accorclanee wlth 5tatilllzer
(Ib)-Max Horiz 2=-58(LC 15),23=-58(LC 15) Installation guide.
Max Uplift All uplift 10D(Ib)or less stjoiht(s)Z,72,14,15,16,17,19,20,
21,22,23,27
Max Grew All reactions 250(Ib)orless atjoint(s)2,12,15,16,17,18,19,
20,21,23,27 except 14=383(LC 1),22=383(LC 1)
FORCES (lb)-Max,Com p.rMax.Ten.-All forces 260(Ib)or less except when Shown,
NOTES
1) Unb alanced roof live loads have been consldered for this desig n,
2) Wind:ASCE 7-16;Vult=115m ph(3-second gust)Vasd=91m ph;TCDL=4.2psf;BCDL=S.Ops1;h=25ft;Cat.11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C
Corner(3E)-1-0-0 to 2-0-0.Exterlor(2N)2-0-0 to 10-0-0,Corner(3R)10-0-0 to 16-0-0.Exterior(2N)16-0-0 to 24-0-0,Corner(3E)24-13-0 to 27-0-0 z one;ca ntilever Left and right
exposed;end vertical left and right exposed:OC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.50
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Ste hoard Industry Gabl a End Details as applicable,or consult
qualified bul lding designer as per ANSI/TPI 1-
4) TOLL:ASCE 7-15:Pr=20.0 psf(roof LL:Lunn DOL-1-15 Plate DOL=1 15);Pg=30-0 psP Ps=20.8 psf(Lum DOL-1.15 Plate DOL=1.15);Is=LO;Rough Cat B;Fully Exp.;
Ce-0.9;Cs=1-00;Ct=1.10
5) Roof design snow load has been reduced to a000unt for slope.
S) Unbalanced snow loads have been considered forthls design.
7) This truss has been tlesigned for greater of min roof live load of 12.0 psf or 1,DO tim es flat roof load of 20.8 psf on overhangs non-concurrent with other live loads.
8) All plates are 1.5x4 MTZO unless otherwise Indloated-
9) Gable requires continuous bottom chord bearing.
10) Gable studs spaced at Z-G-0 oc.
11) Tills truss has been designed for a 10,0 psf bottom chord live 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 3-05-00 tali by 2-00-ODwrtle will fit between the bottom chord and
any other members.
13) Provide mechanical connection(by others)oftruss to bearing plate capable of Wthstanding 100 lb uplift atjolnt(s)2,12,19,20,21,ZZ,17,15,15,14,2,12.
14) This truss Is designed In accordance with the 2018 international Residential Code section s R502A 1-1 and R802.10-2 and referenced standard ANSI/TPI 1.
-
LOAD CASE(S) Standard
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Job Truss Truss Type city Ply
OTRECO751760 T1 COMMON 7 1 Job Reference(optonaI)
?Adwestmanufachlring,Eauclaire,W Run,8.436Aug162621Nrt6.4DDS Aug 162D21 Wok lndudrim,Inc Thu Aug 25125al4 Paga:1
iO:KbAMKIPz&PaBIJFnHA?yyklm-2tyNpO?bNWn=EUVM xu3BnuCck5bmzV mykib7
fr2-s 11-7-4 17-D- 22 4-12 27-9-8 34-0-0
G2$ 5-4-12 5 4-12 5 4-12 5-4-12 6-2 8
4X6=
4
3x6 C- 3M
4'2 3 5
5x8a 17 18 5x8a
2 6
+h
1 7
10 9 8
4x4= 5X8= 3x6=
3x6- 4x4=
838 , 17-00 , 2588 2600 340-0 ,
B-3-8 &8-B 8-&-8 0-3-8 8_"
Scale�1�56,9
Plate Offsets(X,Y):[11:0-D-10,Edge),L2:0-4-9,G-3-41[60-4-0,0-3,4L LP0-0-10,Edgel R.3 4-O.G?0]
Loading (psf) Spacing 2-0.0 Cal DEFL In (loc) Vdefl Ud PLATES GRIP
TOLL(roof) 35.0 Plate Grip DOL 1.15 TC D.85 Vert(LL) -0.22 1d-13 >999 240 MT20 197f144
snow(Ps1Pg) 34.7150.D Lumber DOL 1.15 BC 0.75 Vert(Cf) -0.35 10-13 >873 180
TCDL 7,0 Rep Stress Incr YES WB 0_92 HU7(CT) 0.07 8 n1a nfa
BCLL 0.9' code IRC2oiaf I2014 Matrix-MS
BCDL 10.0 Weight 1071b ET�15%
LUMBER BRACING
TOP CHORD 2x4SPF Nm2 TOP CHORD Structural wood sheathing directly applied or2-2-3 oc purlins_
HOT CHORD 2x4SPF 155OF 1.5E BOT CHORD Rigid ceiling directly applied orb"oc bracing.
WEBS 2x3 SPF Stud VJEBS 1 Row at mid 3-9-
REACTIONS (Wsize) 1=719p10 3 S,(min_0-2-2),8=2322 0-3.8,(req.0-3-11) MTeK recommends that Stabll zers and required cross bracing be
Max Horiz 1=70(LC 15) installed during truss erection,in accordance with Stabilizer
Max Uplift 1=89(LC 10),8=-2W(LC 11) Installation guide.
Max Grav 1--1349(LC 20).8--2338(LC 2)
FORCES (Ib)-Max.CompWax.Ton,-All forces 250(Ib)or less exceptwhen shown-
TOP CHORD 1-2-33441237,2-17-297V183,3-17=281M790,3-4=-139V115,4-5-1299112Z,5-1 8=24 011 3 79,6-1 8=25311 222,
5-7-192i944
HOT CHORD 1-10=248f3133,9-10-154f22M,8-9--931482,7-8:--8DW04
WEBS 210=5401135.3-10=13958,3-9=13Wn68,4-9=-31403.5-9-319D9,5-a=-22481242,6 8=5871152
NOTES
1) Unbalanced roofhve loads have been considered forthisdesign_
2) Wind:ASCE 7-1&Vuit=115mph(3-second gust)Vasd=91m ph;TCDL=4.4sf,BCDL=6.0pst:h=25M Cat il;Exp B:Enclosed;MWFRS(envelope)exterior zone and GG
Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed:C-Gfor members and forces&MWFRS for reactions shown;Lumber DOL=1.E0 plate
grip DOL=1.60
3) TGLL ASGE 7-16;Pr--,35.0 psf(roofLL,Lum DOL-1.15 Plate DW--1.15);Pgtt5D.0 pst Ps-34.6 psf(Lum DOL=1.15 Plate DOL=1.15y,Is=1.D;Rough Cat B;Fully Exp_;
Ce=0.9;Gs=1.00;Gt=1.10
4) Roof design snow load has been reduced to aecountfor slope.
5) Unbalanced snow loads have been considered fortNs design,
5) This truss has been designed for a 10.0 psf bottom chord We load nonconeurrent with any other live loads_
7) 'Thistruss has been designed for a live load of 20.Opsf on the boftam chord In all areas where a rectangle 3-05-00 i ll by 2-00-W wide w Il Tit between the bottom chord and
any other members_
8) WARNING Required bearing size at joint(s)8 greaterthan Input bearing size_
9) Provide mechanical connein ion(by others)oftrussto bearing plate capable ofwithstanding 89lb uplift atjointi and 261 Ib uplift at joint 8_
10) Thistrussis designed in accordancewith the 2018International Residential Code sections R5DZi1_11 and R802102 and referenced standard ANSIfrPI 1_
LOAD CASE(S) Standard