HomeMy WebLinkAboutGARAGE PERMIT Date:4/17/2023 - 8:56 AM
Design ID: 301856678145 CWIZ2��
Estimate ID: 84657
Design&Buy
Estimated Price:ice: $6,811.50
"Todoy's estimated price.Future pricing may go up or down.TOX,labor,and delivery not included. GARAGE C
How to recall and purchase your design at home:
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tiIW 1.On Menards.com,enter"Design&Buy"in the search bar
2.Select the Garage Designer 1.Enter Design ID:301856678145 at the Design-It Center Kiosk in the
3.Recall your design by entering Design ID:301856678145 Building Materials Department
4.Follow the on-screen purchasing instructions 2.Follow the on-screen purchasing instructions
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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 REING CONSIDERED BY THE GUEST.BECAUSE OE RED.LOCAL CODE OR ZONING WIDE VARIATIONS IN
CODES,THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.THE PLANS AND/OR DESIGNS PROVIDED ARE NOT ENGINEE
REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION_
For other design systems search"Design&Buy"on Menards.com
Date:4/17/2023 - 8:56 AM '
Design ID: 301856678145 Design&Buy�t Estimate ID: 84657
Estimated Price: $6,811.50 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
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For other design systems search"Design&Buy"on Menards.com
Date:4/17/2023 - 8:56 AM ,
Design ID: 301856678145 Design&Buy�f
Estimate ID: 84657
Estimated Price: $6,811.50 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,tabor,and delivery not included.
Dimensions
Wall Configurations
*Some items like wainscot, gutter,gable accents, are not displayed if selected.
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ENDWALL B # SIDEWALL D
Mastercraft®36W x 80H Primed Steel 6-Panel j Ideal Door®4-Star 8'x 7'White Select Value Insulated
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SIDEWALL C ENDWALL A
For other design systems search"Design&Buy"on Menards.com
Date:4/17/2023 - 8:56 AM
Design ID: 301856678145 Estimate ID: 84657 Design&Buy
Estimated Price: $6,811.50 GARAGE
*Todays estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Materials
Building Info
Building Location Zip Code: 55434
24'
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: 16'
Building Height: 8'
Curb: Poured Curb
Curb Height: 4°
Foundation Type: Thickened Slab
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: LP Engineered Wood
LP Engineered Wood Siding: LP® SmartSide® 3/8 x 8 x 16'Textured Strand Lap Siding
Accent Material Type: None
Wainscot Material Type: None
Wall Sheathing: 7/16 x 4 x 8 OSS(Oriented Strand Board)
House Wrap: Typar House Wrap 9'x 100'
Gable Vents; None
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Date:4/17/2023 - 8:56 AM Gam'
Design ID: 301856678145
Estimate ID: 84657 Design&Buy
Estimated Price: $6,811.50 GARAGE
•Today's estimated price.Future pricing may go up or down.Tax,Labor,and delivery not included.
Roof Info
Roof Sheathing: 1/2 x 4 x 8 OSB(Oriented Strand Board)
Roofing Material Type: Architectural Shingle
Architectural Roofing: Atlas Castlebrook'" Limited Lifetime Warranty Architectural Shingles
(32.8 sq.ft.), Color:Pewter
Roof Underlayment: Atlas Summit® 60 Synthetic Roofing Underlayment 48" x 250' (1000
sq_ft.)
Ice and Water Barrier: Atlas Weathermaster® 200 Ice &Water Barrier 36"x 65' (195 sq.ft.)
Fascia Material Type: Textured Aluminum Fascia
Fascia: — -6" x T2'AFuminum Rustic 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: Mastercraft® 36W x 80H Primed Steel 6-Panel
Overhead Door: Ideal Doors 4-Star 8'x 7'White Select Value 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: No
Hydronic Radiant Heat None
Anchor bolt: Grip Fast® 1/2 x 10 HDG Anchor Bolt w/Nut&Washer
Framing Fasteners: Grip Fast® 3-1/416D Vinyl-Coated Smooth Shank Sinker Nail - S 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® TimberLOK® 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
Date:4/17/2023 - 8:56 AM Gr '
Design ID: 301856678145 Estimate ID: 84657 Design&BuyTTi
Estimated Price: $6,811.50 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Midwest Manufacturing Truss: C11024
Address 1 JobNatnc: RESSTOCK
Address 2 Date: 02/22/17 09:25:42
City,State Zip Pages 1 of I
SPAN PITCH QTY OHL Ol-M CANT L. CANU R PLYS SPACING WC}T/PLY
24-0-0 4/12 1 2-0-0 2-0.0 0-0-0 0-0-0 1 24 in 73 lb.
28-0-0
2-0-0 6-4-14 5-7-2 5-7-2 6 4 14 2-0-0
A
6-4-14 12-0-0 17- 24-0-0
5x6-
3
1 5x4 1 1.5x41
4 l2 2 _ \ 4 12 4
Svc, /
a o _
No
10
—. _.4 84- 44-- 4x4-..
0-0-0
8-3-4 7-5-8 8 3 4 0-0-0
$'3'4 15-B-12 24-0-0
All plates shown to be Eagle 20 unless otherwise noted.
Loading(,psi) General CSI Summary Deflection L! ¢oc) Allowed
S CP�424y60 Bldg Code: fpC 2015/ 'IC: 0.79(1-2) Vert TT-- 0.43 in L/651 7 L/180
g} TPI 1-2007 BC: 0.93(8.1) Vert LL 0.28 in L/992 7 L/240
TCDL: 10 Rep Mbr Increase:Yes W-b: 0.60(3-9) Horz TL: 0.11 is 5
BCLL: 0 Lumber D_OL.: 115%
BCDL: 10
Reaction Summary
JT Brv_C—bL 2,gWidtb RgdBeeS.idda Max React M G Uol_ft M MIVFRSu lift M C&^U lilt M U Iff M Ho
1 1 3 5 Zoo 1.6961bs -Z76 Ibs -27a]bs 6.
7lbs
5 1 3.5 b 266 in 1,6961bs -2761bs -2761bs
Material Summary Bracing Summary
TC SPF#Z 2x4 TC Bracing Sheathed or Purlbs at 26-O,Pvrla design by Ctlxrs BC SFF 42 2 x 4 B C Br dqp Sheadxd or F-lins at 10-0-0,Fucha dedgp by Ctxm
Webs SPF Sold 2.3
Loads Summary
1)Tlris buss has beendeseyed for tlaea&aces o£balaeced and onbalaoccdsnotn badsfor hips/gables in accordance m1h ASCE7-lOwiLthy followingvser definedkput 60pdg—d
mow load,T ain----goryB.Fxposvre Category Fully Exposed(Ca=0.9),Risk CategoryII(I=1-00),'Hrermal Coodit®n Cold ventilated iCt=1.1),]JOI.=1.li_U—la d.Iftbe
otfiguration diff f—hip/ggible,B,AW;, D-1gperdsa71v fy-oavloads.
2)Ttdstruss has been dasieoed to accou�for the effect of irz damsfnrmbg at tf�eaves
3)T [cuss has beendesgyed foe ilae fecaf wlnd loads in accoidancewilbASCE7_]0 wah {o]lowing .defived ivput:115 mph(Factored),I po..,,p B,Farlosrd,Ga61a23p,gory II,Os�rall B1dgDuns 25 8 e 60ft,h-15 8,End 7nneTrt B dhend—bs coas dared.DOL-1.60
Risk Cate
4)Mimmmn sorage attic loadmghas be<n applied in accordance with IRC 301 5
Member Forces Summary ride indeffiu:Maestri ID,maz CS7,max aid Sxcq kna coups.bmeiEdid en,fray ma aid fierce}Only faeces gzeffia than 3001ba ae shown in this tatie IC I2 0.788 -3,414 lbs 34 0.77] -2,95016s
2-3 0]7'I -1,9501bs 45 0.788 -3,4141bs
HC 54 0.930 31411b1 '+501b 6A 0674 I6016s 1 llb' 81 0930 it 116 2](
493- z 2 (-26 Ibs1
0.598 1
3A 0.598 Ibs (-261hs)4fi 0.304 -79916v
JSI Summary
1=0.85,2=0.59,3=0.88,4=0.59,5=0.85,E=0.72,7=0.97,and 8=0.72
Notes
1)Untess nosed otherwise,do not Girt or ester anytrvss member or plate wit tout prior appr—I fmm a Profes9onal Pngoecr_
2)Wlxa this puss hasbeen chosen for qualityassuraoce inspectioq tlx DoublePolygoa Metbod pu TPI 1-2007/C'.6aptzr 3 shall be used.
3}'Ibe fabrication mlerance{or drisroaf rtvssis 0%{Cg=1.00}.
4)Braces bottom c6oid.vitl�approved dsattring a pvrlius per Hramg Summary
5)Creep Gas been considered b the analysis of rlvs tvss_
6]1S3ed vriod up)i$ccactoacba�m MNFILS 8�Cg_C 1v.,�s.
ALLFSRSONSFABRSCATING,HANDLING,ERECTIIJG OR INSTAISTTiGANYTRUSS BASID UPCN THM TRUSS DESIGN DRAWING ARE INSIRUCTED'M REFER To ALL TnwMuild®Soltwam v5.5.2.240
OF-IF7EINSTRUCTIONS,IIAAT ONS Alb QUALIFICATIONS SECFORITIINTHB7AG=METAL PRCE)TJ=DESIGN NC7CES IS SUM WPC17 THIS DFSIQIAND
AVAIIAELEFROM FAGLEI.�ON REQUEST DESIQJ VAL B?ONLY WHF]VFAGLE MEPALCON[JECTr123 ARE USED Eagle Metal Products
o--,Tx 7s234
For other design systems search"Design&Buy"on Menards.com
Date:4/17/2023 - 8:56 AM —MgaQ�.
Design ID: 301856678145 Estimate ID: 84657 Design&BuyTT
Estimated Price: $6,811.50 GARAGE
'Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Jotr Truss Truss Type Oty ply
QTREC0779921 T1E COMMON 2 1
Jab Reference(optional)
Midwest Manufacturing,Eau Claire,VVI Run-8.61 S Aug 11 2D22 Print 8-610 SAug 11 21322 MiTek Industries,Inc.Mon Apr 1016:13:2- Page 1
IC:FKYye1 EY3Put5oV5ze37m-S3m O-RSjB-MRTnGJwOrC5SIjtx3G iOvdP,04.5CdkC—S3m0
I 24-o-o
12-0-0 12-0-0 -o-o
4x 4.
4�2 27 5 7 28
4
26 3ST 4 g
cSST 3S 29 -- ---
-
sr s
Z. 10
11
18 17 16 15 14 13 12
3x4- 5x6= 3x4-
24-0-0
Scale=1:47.8
Plate Onsets(X,Y):[15:0- O,o-3-oj
Loading (psf) Spacing 2-0-0 CS'
JDEFL in (roc) Ildefl U PLATES GRIP
TOLL(roof) ZO.OPlateGrip DOL 1.15 TC er[(LL) na - n/a 999 MTZO 197f-144
Snow(Ps1Pg) 20-8130.) Lumber DOL 1.15 BC ert(CT) n1a - n1a 999
TCDL Z0 Rep Stress Iner YES WB Drz(CT) D_00 10 War rVa
BOLL o_D- Code IRC2018/TPI2D14 I Matrix MS
BCDL 10.0 Weight-801b FT=15%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 ob purlins.
SOT CHORD 2x4 SPF No-2 BOT CHORD Mold ceilin d ctl a "ed orl 0-0 oc bracin .
OTHERS 2x4 SPF Stud MiTeK recommends that Stabilizers and required cross bracing be
REACTIONS All bearings 24-0-0. installed during truss erection,in accordance with Stabilizer
Max Horiz 2-51,(LC 19),19=-54(LC 13) Installation guide.
Max Uplift All uplift 100(lb)or less atjolnt(s)2,10,12,13,14,15,17,la,
19,23
Max Grav All reactions 250(Ib)orless atjoint(s)13,15,17 except 2=255
(LC 1),10=255(LC 1),12=532(LC 22),14=259(LC 22),
15=259(LC 21).18=532(LC 21),19=255(LC 1),23=255(LC
l)
FORCES (lb)-Max.Comp-/Max Ten.-All forces 250(lb)or less except when shown-
WEBS 3-18=-31511127,9-1Z=-3511122
JOINT STRESS INDEX
2=a.82,3=0.51,4-0_51,5=o-51,6=0.33,7=0.51,8=0.51,9=0-51.10=0.82,12=0.51,13=0.51,14=0.51,15=0.22,16=0.51,17=0-51 and 18=0.51
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind:ASCE 7-16;VUIt=115mph(3-second gust)Vasd-91m ph;TCDL=4.2psf;BCDL=5-OpsF,,h=Z5ft;Gat II;Exp B;Enclosed;MVVFR5(envelope)exterior zone and C-C
Corner(3E)-1-0-0 to 2-o-0.6Rerior(2N)2-0-0 to 9-0-0,Corner(313)9-0-0 to 15-0-0,E;aenor(ZN)15-0-0 to 22-0-0,Corner(3E)22-0-0 to 25-0-0 zone;cantilever left and right
exposed;end vertical left and right exposed;GC for members and forces&MVVFR5 for reactions shown;Lumber DOL=1-50 plate grip DOL=l.60
3) Truss designed for wind loads in the plane ofthe 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 ANSIITFI 1_
4) TOLL:ASOE 7-15;Pr=Z0.0 par(roof LL Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf,
Ce=0.9;Cs=1.o0;Ct=1.10 Ps=20.8 psf(Lum DOL=1.15 Plate 001-=1.15);I9=1.0;Rough Cat B;Fully Exp.;
5) Roof design snow load has been reduced to account for slope.
5) Unb alanoed snow loads have been considered forthls design.
7) This truss has been designed for greater of min roof live load of 12-0 psf or 1.00 times flat roof load of Zo.8 psi on overhangs non-concurrent with other live loads.
e) All plates are 1.5x4 MT20 unless otherwise indicated.
9) Gable requires continuous bottom chord bearing.
1D) Gable studs spaced at 2-0-0 oc-
11) This truss has been designed for a 10.0 psf bottom chord live load noncon current with any other live loads.
12) 'This truss has been designed for a live load of ZO.Opsf on the bottom chord In all areas where a rectangle 3-015-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
13) Provide meohanleal connection(by others)oftrussto bearing plate capable ofwithstanding 100 lb Uplift atjoint(s)2,10,15,17,la,14,13,12,2,10-
14) This truss is designed in accerdancewith the 2018 International Residential Code sections R502.11.1 and R80210-2 and referenced standard ANSIFrP11_
LOAD CASE(S) Standard
For other design systems search"Design&Buy"on Menards.com
Date:4/17/2023 - 8:56 AM
Design ID: 301856678145 Estimate ID: 84657 Design&BuyTTt
Estimated Price: $6,811.50 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax labor,and delivery not included
Job Truss I Truss Type ❑ty ply
QTREC0779921 TIE COMMON 2 1
Job Re(erencL foptional)
M1,lidwest F.lanufacturing,Eau Claire,WI Run:8.61 S Aug 11 2022 Print:8.616 SAuq 11 2022 MiTek Industries,Inc.Mon Apr1016:13 2- Page.2
10:FK'Yyc1EY3Put5oV5ze37mwS3m O-RSj6vnIrIRTn GJwVrCSSIjix3GIOvd PV04.5CdkCW S3m0
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