HomeMy WebLinkAboutfinal garage addition review 5801 tennison Date:4/17/2023 - 8:56 AM
Design ID: 301856678145 APPROVED ��
Estimate ID: 84657 Design&Buy
Estimated Price: $6,811.50 JensenD04/18/2023
"Todoy's estimated price.Future pricing may go up or down.TOX,labor,and delivery not included. GARAGE n C
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How to recall and purchase your design at hoe: --
yy .�. T to purchase your design at the store:
tiMp 1.On Menards.com,enter"Design&Buy"in the search ba
2.Select the Garage Designer 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
SEPARATE PERMITS FOR: ELECT, PLUMB. MECH.
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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 OF 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 ENGINEERED.LOCAL CODE OR ZONING
REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION-
This plan copy to be at job site
Provide treated bottom plates
Provide treated bottom plates and proper
sized framing nails.
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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.
Anchor bolts: min 7" embedded in concrete,
min 2 per sill, min. 12" from plate ends, min.
6 ' O.C.
rovide fire resistant construction on garage walls less than 5
feet to the property line including 1 hour under-side of eave per
R302. See listed 1 hour wall UL 263 or equal.
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-Prow�wind-rated � -- -
overhead door115 mph
4
I Provide at least 2'8" wall lenght
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—--—---------------
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This plan copy to be at job site
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.
Flash all exterior openings.
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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
For other design systems search"Design&Buy"on Menards.com
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 I JobNatnc: RESSTOCK
Address 2 Date: 02/22/17 09:25:42
City,State Zip Pages 1 of I
SPAN PITCH QTY OHL 01-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 othuwf se 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 1,1992 7 L/240
TCDL: 10 Rep Mbr Increase:Yes W-b: 0.60(3-9) Horz TL: 0.115a 5
BCLL: 0 Lumber D_OS,.: 115%
BCDL: 10
Reaction Summary
JT Bev_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 Emci r Sheathed or Purlbs at 26-O,Pvrla desgn by Ctlxrs BC SFF 42 2 x 4 B C Br dqp Sh'aV—1 or Flies 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 laips/gables in accordance m1h ASCE7-lOwiLthy followingvser definedkput 60pdg—d
ow load,T ro ati ain----goryH,Exposure Category Fully Exposed(Ca=0.9 la
),Risk CategoryII(I=1-00),'Hrermal Coodit®n Cold ventilated iCt=1.1),]JOI.=1.li_Uwec d.Iftbe aFrn�;g„rnna;ff sfrominplppble,B.�degDesgoera,a7l..eory��lnaa�.
2)'ndstruss has been dasieoed to accou�for the effect of irz damsfnrmbg at tf�eaves
3)TkC[cusshasbeendesyyedforilae5feca0f 12-loads in accoidancewilhASCE7_]0 wah {o]lowing .defived ivput:115 mph(Factored),I pon,m B,Frnlosrd,Gabla23p,Risk Category II,Os�rall B1dgDirrrs 25 8 e 60ft,h-15 8,End 7nneTet B dhend—bs coas dared.DOL-1.60
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.bzce iEdid en,fray ma aid fierce}Only lures gzeffia than 3001ba ae shown in this tatie IC I2 0.788 -3,414 lbs 34 0.777 -2,9501bs
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 0.698 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 ottxrwise,do not c,I or alter anytruss member or plate wit tout prior appr—I fmm a Profes9onal Fmgoecr_
2)Wlxa this puss hasbcen chosen for qualityassuraoce inspectioq tlx DoublePolygoa Metbod pu TPI 1-2007/Chaptzr 3 shall be used.
3}'Ibe fabrication mlerance{or drisroaf rtvssis 0%{Cg=1.00}.
4)Brarz bottom chordwitb approved dsattring a pvrlios per Bracing Summary.
5)Creep Gas beenconsidered tithe analysis of rlbs tvss_6} edv_�dnp»reae�o�b�ml --This plan copy to be at job site
ALLFERSONSFABRSCAT10TING,HANDLING,ERECTING OR INS'IAISTNGANYTRUSS BASRD UPCIN TICS TRUSS DESIGN DRAWING ARE INS-LRUC'IID'LY)REFER TOAIL Ttue�uild®Software v5.5.2.240
"'U'E1"F R CMF-A'S,IIM1'i 0NS AND QUA'IFICATIONS SEUFORM IN=EAGLE METAL PRODUCTS DESIGN NClLES ISSUID Wrm THIS DBSICNAND
AVAIIAELEFROM FAGLEI.�ON 7tEQTJFST DESIQJ VAL H?ONLY WHF]NFAGLE MEPALCON[NECTr12S ARE USID- 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) Z0.0PlateGrip 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 - n/a 999
TCDL Z0 Rep Stress Iner YES WB Drz(CT) D_00 10 War n/a
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 3-3-0 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=269(LC 22),
15=269(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=-351/127,9-1Z=-351/122
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;Vuft=115mph(3-second gust)Vasd-91m ph;TCDL=4.2psf;BCDL=5-OpsF,,h=Z5ft;Gat II;Exp Is;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 psi(Lum DOL=1.15 Plate 001-=1.15);I9=1.);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.o psf or .00 times flat roof load of Z0.8 p on overhangs non-concurrent with other live loads.
e) All plates are 1.5x4 MT20 unless otherwise indicated. H-CI I pS
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 p3Lbe m chord live load noncon rr nt wi h an oth r liv Ica
12) 'This truss has been designed fo -ill oad of 20.Opsf on the bottom chor a 305-00 tall by 2-00-00 wide will fit between the bottom chord and
any other m em bets.
13) Provide meohani onnection(by others)oftrussto bearing plate capable ofwithstanding 100 lb uplift atjoint(s)2,10,is,17,la,14,13,12,2 10-
14) This truss is designed in.—Ord—with the 20181nternational Residential Code sections R502.11.1 and R30a10.Z and referenced standard ANSIFrPI 1_
LOAD CASES) Standard
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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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