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Home My WebLink AboutPlot plan and menards design r 1 MiNDFA:tENGINEERIN G CO3mjNCo ENGINEERS AND SURVEYORS LAND suRvB.vINo SOILS TESTING CIVIL d. MUNICIPAL BNOINEGRINO LAND PLANNINO G418-54TM AVENUE N. MINNEAPOL13 Tl.MINN. / KE T-SG37 / ?IMP --for:- SSOC./ATFD 4EA- C)�o f \ I % In LQ T �._� -J.'. ref �.. .lip .i , l WE HEREBY CERTIFY THRT THIS IS A'TRUE AND CORRECT REPRESENTATION OF A SURVEY OF T14E OW14DAIXIES OF THE Lmt) PwvE OESCRISEO AND or-THE LOCATION OF ALL BUILDINGS, IF AMY,THEREON , AND ALL VISIBLE ENCROACHMENTS, IF ANY, FROM OIL ON SAID LMV. .,f MINQER ENGINEERING CO., INC. 0l1TEC Tltt3 MY OF *. {. ' C- 1�99 *b4OtN8EO.5 AND SVRv S.S by Date: 10/19/2023 -8:08 AM Design Name:Garage Design Design&Buym Design ID:302159569638 Estimated Price:$31,155.41 GARAGE 'Todays estimated price.Future pricing may go up or down.Taw labor,and delivery not included. How to recall and purchase your design at home: How to purchase your design at the store: 0 "0 1.On Menards.com,enter"Design&Buy"in the search bar 1.Enter Design ID:302159569638 at the Design-It Center Kiosk in the 2.Select the Garage Designer Building Materials Department 3.Recall your design by entering Design ID:302159569638 2.Follow the on-screen purchasing instructions 4.Follow the on-screen purchasing instructions 0. . Garage Image T 4' EntlaanA I 6 ut o 7 u 4W n N 4'1I- 4� 1 7I}I 1 ♦—4' 16, 24' For other design systems search"Design&Buy"on Menards.com Date:10/19/2023-8:08 AM Design Name:Garage Design Design&Buy- Design ID:302159569638 Estimated Price:$31,155.41 GARAGE •Todays estimated price.future pricing may go up or down.Tax,labor,and delivery not included. Roar 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 e6ecMcal,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,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. For other design systems search"Design&Buy"on Menards.cotn Date: 10/19/2023 -8:08 AM Design Name:Garage Design Design&Buy Design ID:302159569638 Estimated Price:$31,155.41 GARAGE 'Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included. Dimensions Wall Configurations *Some items like wainscot,gutter,gable accents,are not displayed if selected. ENDWALL B SIDEWALL D Ideal Door®Commercial 16'x 9'White Insulated Garage Door For other design systems search"Design&Buy"on Menards.com Date: 10/19/2023 - 8:08 AM Design Name: Garage Design Design&Buy"! Design ID: 3021S9S69638 Estimated Price: $31,155.41 GARAGE 'lodays estimated price.Future pricing may go up or down.Tax,labor,and delivery not included. SIDEWALL C ENDWALL A Mastercraft®Embossed Primed Steel 9-Lite 6-Panel Exterior Double Door System 36"W x 60"H JELD-WEN®Vinyl Double Hung 36"W x 60"H JELD-WEN®Vinyl Double Hung 36"W x 60"H JELD-WEN®Vinyl Double Hung For other design systems search"Design&Buy"on Menards.com Date:10/19/2023-8:08 AM Design Name:Garage Design Design&Buy- Design ID:302159569638 Estimated Price:$31,155.41 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: 55423 Building Width: 24' Building Length: 40' Building Height 10, Curb: Concrete Block Concrete Block Rows: 1 Row Concrete Block Type: 6 x 8 x 16 Standard Foundation Type: Poured Wall Framing Stud: 2 x 6 Roof Framing: Truss Construction Truss Type: Energy Heel Roof Pitch: 6/12 Pitch Eave Overhang: 18" Gable Overhang: 18" Custom Garage Plan: Yes I need a custom building plan Wall Info Siding Material Types: LP Engineered Wood LP Engineered Wood Siding: Sherwin-Williams Prefinished 3/8 x 8 x 12'Textured Lap Siding(15 Yr Paint Warranty),Color.Arbor Mist Engineered Wood Corner Trim Color. Arbor Mist Accent Material Type: Engineered Wood Engineered Wood Accent: LPe SmartSide® 3/8 x 12 x 4'Reversible Textured Cedar Shake Siding Endwall A Accent yes add gable accent Endwall B Accent no gable accent Wainscot Material Type: Manufactured stone/concrete Manufactured stone/concrete Wainscot: ClipStone® Ledgestone Manufactured Stone Veneer Siding Flats(5 sq ft),Color.Walnut Wainscot Height: 36" Endwall A: No FM&ft design systems search"Design&Buy"on Menards com Yes Sidewall C: Yes Sidewall D: No Wall Sheathing: 5/8 x 4 x 8 OSB(Oriented Strand Board) House Wrap: Kimberly-Clark BLOCK-IT e 9'x75'House Wrap Gable Vents: Novike 12"x 18"Rectangular Gable Vent,Color.White,QTY:2 Date: 10/19/2023 -8:08 AM Design Name:Garage Design Design&Buy- Design ID:302159569638 Estimated Price:$31,155.41 GARAGE •Todays estimated price.Future pricing may go up or down.Tak 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: Owens Corning® Oakridge® Limited Lifetime Warranty Architectural Shingles(32.8 sq.ft.),Color:Teak Roof Underlayment: #15 Felt Roofing Underlayment 3'x 144'(432 sq.ft.) Ice and Water Barrier. Owens Corning® WeatherLock0 G Granulated Self-Sealing Ice and Water Barrier 3'x 66.7'(200sq.ft) Fascia Material Type: Textured Aluminum Fascia Fascia: 6"x 12'Aluminum Rustic Fascia,Color:Sandstone Soffit Material Type: Aluminum Soffit Soffit: 16"x 12'Aluminum Vented Soffit,Color.Sandstone Gutter Material Type: None Ridge Vent: Owens Corning® VentSure® 11-1/4"x 20'Shingle Over Ridge Vent Roof Vents: None Openings Service Door. Mastercraft® Embossed Primed Steel 9-Lite 6-Panel Exterior Double Door System Overhead Door. Ideal Door® Commercial 16'x 9'White Insulated Garage Door Overhead Door Trim Type: Vinyl Vinyl Trim Color. White Windows: 36"W x 60"H JELD-WEN® Vinyl Double Hung Windows: 36"W x 60"H JELD-WEN® Vinyl Double Hung Windows: 36"W x 60"H JELD-WEN® Vinyl Double Hung Garage Door Opener. Chamberlain® 1/2 HP Wi-Fi Chain Drive Garage Door Opener(Good) For other design systems search"Design&Buy'on Menards com Date: 10/19/2023-8:08 AM Design Name:Garage Design Design&Buy ° Design ID:3021S9S69638 Estimated Price:$31,155.41 GARAGE 'Today's estimated price.Future pricing may go up or down.Toy,labor,and delivery not included Additional Options Ceiling Insulation: Blow-in Fiberglass Ceiling Insulation R Value: R49 EcoFill WX Fiberglass Blown-in Insulation Wall Insulation: R-19 Kraft Faced Fiberglass Insulation 6-1/4"x 15"x 39.2'-48.96 sq ft Ceiling Finish: 5/8 x 4 x 12 Type X Fire-Rated Drywall Wall Finish: 5/8 x 4 x 10 Type X Fire-Rated Drywall Mounting Blocks: Yes Universal Mounting Block: 7-1/4 x 7-1/4 Textured Engineered Wood Mounting Block,Color: Primed,QTY:4 Hydronic Radiant Heat: Yes Heat Source: Natural Gas 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-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 FastenMaster® TimberLOK® 5/16 x 6 Hex Drive Black Hex Head Truss Fastener. Timber Screw-50 Count Overhead Opening Hardware: Yes For other design systems search'Design&Buy"on Menards.com Date: 10/19/2023 - 8:08 AM Design Name:Garage Design Design&Buy Design ID:302159569638 Estimated Price:$31,155.41 GARAGE •Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included. Helpful Hints for Garage Construction • Studs are estimated 16 inches on center with single treated bottom plate and double top plate. • For 10-and 12-foot-tall buildings studs should be cut for an approximate 10-or 12-foot plate height. • If steel is estimated(Pro-Rib or Pro-Snap),the steel lengths should be verified based off the actual framing.Plate height(stud length), truss heel and other framing should be confirmed.Steel is estimated to the inch,make sure the lengths are accurate based on final overall building design. • Trusses included are estimated at 2 feet on center spacing.The design is based on the zip code provided,design and loading should be verified. • Trusses should not be cut or modified with the exception of trimming the truss tails to the correct overhang. • Energy Heel Trusses are designed to allow more insulation at the bearing point.The actual height can be verified on the printed truss spec sheet. • Dropped end trusses are estimated with 18 inch and 24 inch gable overhangs. -t= i Menards Building Checklist Planning • Get a permit.Check restrictions, building codes or local zoning to make sure your design complies with all requirements. • Contact local utilities to ensure construction will not disturb any electrical,cable or plumbing. • If necessary, hire a professional to help with planning and construction. • Consider site conditions including soil type,grade,and runoff before finalizing your design. • Material estimates provided can be changed to meet your needs. • Menards offers professional delivery of materials.Delivery is extra based on the distance from your local Menards store to your building site. • Practice good safety habits,use PPE including eye protection&dust masks during construction. • Make sure to follow good building practice and all manufacturer's instructions.Use all the hardware and fasteners recommended. For other design systems search"Design&Buy"on Menards.com Date:10/19/2023 -8:08 AM Design Name:Garage Design Design&Buy- Design ID:3021S9S69638 Estimated Price:$31,1SS.41 GARAGE •Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included. Job Truss Truss Type Oty Ply QTRECO750752 Ti COMMON 1 1 Job Reference(Optimal) 1,46-2 Manuracturng.Eau Clarv.W Run'.8.61 S Aug 11 2022 Print-8 610 S Aug 11 2022 Mlrok IRCustrios,InC.Mon Jun 0512'27:2`- Paoo'1 10 OldOMdlxuOlOaHdV icULLVytxLw-7NV 3JIhJNDSvSsH16SUSRzT_Iwgl uauM9M37Dz9mO -1-60 12-0-0 77-11-9 za-Oo 25-8-0 1-6-0 8-b7 511-9 5-11-9 5X6. 2 s 61t 3.4. 3x44 v1 2 21 4 6 22 A 6 3.4. 3.4. 3 7 2 e 0-7-I 1 9 12 11 10 5x6. 1 5X4. S.S. 15.4. ryrgn 8-47 1 12-0.0 I 17-11-9 i 24-0.0 I r 6-0-7 5-11-9 5-11.9 8-07 Scab v 1 49 Plate Offsets(X.Y):12:0-0-9,0-2.4L(2.2-5-7,0-1-SL(S:0-3D,0-2-IL[S:PD-9.0-2-4L(8:2-S-7.O.1-8L 01:0�4-0.0301 Loading (pet) Spacing 2-o-0 -1 OEPL In (loe) tfdeft Lid PLATES GRIP TOLL(roof) 35.0 Plate grip DOL 7.15 TC 0.78 Vert(LL) -0.11 10-11 >999 240 MT20 197/144 Snow(PslPp) 34.7150.0 Lumber DOL 1.75 BC 0B8 Vert(CT) -0.78 10-1f >999 18O TCDL 7.0 Rep Stress Ines YES V11B D.74 Horz(CT) 0.07 8 n/a n/a SCLL D.D' Code IRC2078/TP12014 Matrix-MS BCOL 1D.0 Weight 97 lb FT=15% LUMBER BRACING TOP CHORD 2x4 SPF 165OF 1.SE TOP CHORD Structural wood sheathing directly applied or 2-11-6 oe purtins. BOT CHORD 2x4 SPF No.2 BOT CHORD WEBS 2x4 SPF Stud MITex recommends that Stabilizers and required cross bractng be SLIDER Left Z(4 SPF No.2-2-10.0.Right 2x4 SPF N0.2-2-11" tnsialled during truss erection,In accordance with Stabilizer REACTIONS(Co/size) 2=136210.3-8.(min.0-2-4),8a1362/D3-8,(min.0-2-4) Installatlon guide. Max Horiz 20-84(LC 75) Max Uplift 2-79(LC 14).8=-79(LC 15) Max OraV 2=1434(LC 21).8--1434(LC 22) FORCES Qb)-Max.ComplMax.Ten.-All forces 250 Ila)or less except when shown. TOP CHORD 2-3-8031D.3.27-1976/82.4-21s1970184,4-5=-1 4641W.5-6=-1464186.6-22a1970/85.7-22-1976r82.7-8=-727/0 BOTCHORD 2-12s87/1827,11-12=-87rta2T.10-11=-4r1827,6-/Da4/1827 WEBS 4-11-7831117.5-11=0f592.5-11=-7a3/lf8 JOINT STRESS INDEX 2=0.77.2=0.59,3=0.00,4=0.66.5=0.81,5-0.66.7=0.00.8=D.77.8=D.59.10=0.51.11=0.47 and 12=0.51 NOTES 1) Unbalanced root two loads have been considered for this design. 2) Wnd:ASCE 7-16;Vult-115mph(3-second gust)Va9d=91m ph:TOOL=4.2psf;BCDL=6.0pst h=25T Cat.It:Exp B:Enclosed:MWFRS(envelope)exterior zone and C-C F]denor(2)Zone:cantilever IM and right exposed:end Vertical let and right exposed:C-C for members and forces S MWFRS for reactions spawn:Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL:ASCE 7-15:Pr=35.0 psz(roof LL:Lum OOL=1.15 Plate DOL=7.15):Pg'-50.0 psi Ps=34.6 pst(Lum DOL=1.15 Plate DOL-1.15)r,Is=1.0;Rough Cat B:Fully Exp.: Ce=D.3 Cs=1.00:Ct=1.10 4) Root desgn snow toed has Dam reduced to account for slope. 5) Unbalanced Snow IoadS have been considered for this design. 5) This truss has been designed for greater of min root live load of 12.0 psf or 1.00 Jim as flat roof load of 34.5 psf on overhangs rim-cancuraht with other two loads. 7) In truss has been designed for a 10.0 psi bowl chord live toad noneoncurrera with any other(Me loads. 8) This truss has been designed for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-06-00 tall by 2-00.00 wide will tit between the bottom chord and any Other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79Ib uplift stjoint 2 and 79 to uplift stjoint e. 10) Thlstruss Is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.70.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard For other design systems search"Design&Buy"on Menards.com Date:10/19/2023 -8:08 AM Design Name:Garage Design Design&Buy- Design ID: 302159569638 Estimated Price:$31,155.41 GARAGE •Today's estimated price.future pricing may go up or down.Tax,labor,and delivery not included. sob Truss Truss Typc Oty Ply OTRECOTS0752 TIDE COMMON 2 1 Job Reference(optional) Meweat Manutadurng,Eau Crate,VVi Run 8 61 S Aug 11 2022 PhnV 8610 S Aug 11 2022 M1rok Industries.Inc Mon Jun D512 M.4: Pao=1 ID,OI dOMtl/x ugOLHeVlcULLVykLw-F8tAU4cdEU8_BhOV 7m M93C91ey48R5De_IOBF"Np 1 12.0.0 I 24-0-0 i 12-0.0 12-D-0 4x4" 8 S 7 ei�2 a e m sr 3 9 26 us 2 ST ST 310 ST s s m m 1 HI ni 11 d 6 0-33C 19 8 17 1 15 1a 13 12 3x4 s 5xe" 3.4. 24-0-0 I Scab=1,453 Plate Offsets(X.Y):(1B:630,13-301 Landing (psf) "pacing 2-0-0 CSI DEFL In (!oc) Vdefl Ud PLATES GRIP TCLL(roof) 35.0 Plate One DOL 1.15 TO 0.18 Vert(LL) Mid - his 999 MT20 1971144 Snow(Pmpg) 34.7150.0 Lumber DOL 1.15 BC 0.18 Vert(TL) n1a - his 999 TCDL 7.0 Rep Stress Incr YES WB 0.15 Honz(TL) 0.00 11 n/a nia BOLL D.0' Code IRC2018rTP12D14 Matra-MS BCDL 1D.0 Weight 94 ID FT=15% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pumns. BOT CHORD Z 14 SPF No.2 BCT CHORD Plaid calling directly1! OTHERS 2ic4 SPF Stud MITcir reeommentls that StaDlll2ers and required cross orating be REACTIONS All bearings 24-0-0. mstafled during truss erection.In accordance with Stabilizer (ID)-Max Hord= 1-74(LC 15) Installation guide. Max Uplift All uplift 100(lb)or less at)olnt(s)1,12.13,14.15,17,18.19. 20 Max Grav All reactions 250(lb)orless at joint(s)1,11.13.16.19 except 12--425(LC 34),14=332(LC 21),15-323(LC 21),17=323(LC 2D),18=332(LC 20).2D=425(LC 33) FORCES go)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 5-17>285r56,4-18=280M,2-2D=-295/85,7-15=-285154,8-14-280MB,1 o-12-295r85 JOINT STRESS INDEX 1=0.44,2-0.51,3=0.51,4=0.51,5=0.51,6=0.31.7=0.51,8=0.51,9=0.51,10=0.51,11=0.44.12=0.51.13=0.51.14=0.51,15=0.51.16=0.22.17=0.51.18= 0.51.19=0.51 and 20=0.51 NOTES 1) Unbalanced foot live loads have been considered for this design. 2) Wind!ASCE 7-16:V Vtt=115mph(3-second gust)Vasdc,91mph;TCDL=4.2psr;BCDL=6.0psf:h=25fr Cat.II:Exp B:Enclosed;~RS(envelope)exterior zone and C-C Exterior(2)zone;cantilever Ire and right exposed:end vertical left and right exposed;C-C for mem bars and tenses&MWFRS for reactions shown;Lumber DOL=1.60 plate gnp COL-11.60 3) 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,a COnsur qualified building deslgner as pbr ANSVTPI 1. 4) TCLL'ASCE 7-16:Pr=35.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15):Pp=50.0 pst.Ps=34.6 psi(Lum DOL=1.15 Plato DO L=1.15),.Is=1.0;Rough Cat B;Fully Exp.: 00=0.9:05=1.00;Ct=1.10 5) Roof design snow load has co been reduced to account for slope. 6) Unbalanced snow loads have been considered for this design. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires conDnuous bottom Dhow bcanng. 9) Gable studs spaced at 2-0.0 be, 10) This truss has been designed ter a 10.0 psf bottom chord live load honconcurrent with any other live loads. 11) -This truss has been designed for a live load of 20.0p if on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 Wide will fit between the bottom chord and any nth Cr members. 12) Pro vide mechanical eonnectlon(by others)of truss to bearing plate capable of withstanding 1001b uplift at JOIMS)1,17,18,19.20.15.14.13,12. 13) This buss Is designed In accordance with the 2018 International Residential Code sections RSOZ.11.1 and R802.10.2 and referenced stand and ANSVTPI 1. LOAD CASE(8) Standard For other design systems search"Design&Buy"on Menards corn