HomeMy WebLinkAboutFinal Garage review 6060 3rd Street Date: 10/06/2022 - 8:54 AMa
Design Name:Garage Design APPROVED Design&Buy
Design ID:301855417131
Estimated Price: $11,319.15 Jensen D10/14/2022 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
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0
Value garage at $
0 13 678.40
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Garage Image
SEPARATE PERMITS FOR: ELECT, PLUMB. MECH.
F 5'6" 9' 5'6"
Endwall A
Provide proper sized
Have the south property line framing nails and treated
marked with string-line at bottom plates.
foundation inspection. "----------------------
28'4"
o
Endv;all B 3'
1
8"
1'61 16. 2'6"-A
20'
Provide 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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Date: 10/06/2022 - 8:54 AMa
Design Name:Garage Design Design&Buy
Design ID:301855417131
Estimated Price: $11,319.15 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
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,THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEETYOUR 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.
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Date: 10/06/2022 - 8:54 AMa
Design Name:Garage Design Design&Buy
Design ID:301855417131
Estimated Price: $11,319.15 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Dimensions
Wall Configurations
*Illustration may not depict all options selected.
Call for framing inspection
Anchor bolts: min 7" embedded in concrete, prior to building wrap/ siding.
min 2 per sill, min. 12" from plate ends,,min.
6 ' O.C. See min anchor-bolt
requirements, may
want to move door.
_ B" 3' 28'4"
Min. 6" clearance from
1'6" 16' TV
framing siding to ground.
ENDWALL B SIDEWALL D
Ideal Door®4-Star 16'x 7'White Sel t Value Insulated Mastercraft®36W x 80H Primed Steel 6-Panel
32'
6'6"
SIDEWALL C ENDWALL A
Idea Door®4-Star 9'x 7'White Insulated
Over head doors shall be wind rated
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*Some items �ike wainscot,gutter,gable accents,are not displayed if selected.
Date: 10/06/2022 - 8:54 AMa
Design Name:Garage Design Design&Buy
Design ID:301855417131
Estimated Price: $11,319.15 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
Building Width: 20'
Building Length: 32'
Building Height: 9'
Curb: None
Wall Framing Stud: 2"x 4"
Roof Framing: Truss Construction
Truss Type: Common
Roof Pitch: 4/12 Pitch
Eave Overhang: 24"
Gable Overhang: 24"
Custom Garage Plan: No I do not need a custom building plan
Wall Info
Siding Material Types: Vinyl
Vinyl Siding: ABTCO® Cedar CreekTm Double 4" -White
Vinyl Corner Trim Color: White
Accent Material Type: None
Wainscot Material Type: None
Wall Sheathing: 7/16"OSB (Oriented Strand Board)
House Wrap: Typar House Wrap 9'x 100'
Gable Vents: None
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Date: 10/06/2022 - 8:54 AMa
Design Name:Garage Design Design&Buy
Design ID:301855417131
Estimated Price: $11,319.15 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Roof I nfo
Roof Sheathing: 1/2"OSB (Oriented Strand Board)
Roofing Material Type: Architectural Shingle
Architectural Roofing: Owens Corning® TruDefinition® Duration® Limited Lifetime
Warranty Architectural Shingles (32.8 sq.ft.) - Estate Gray
Roof Underlayment: Owens Corning® ProArmor® Synthetic Roofing Underlayment42"x
286' (1,000 sq.ft.)
Ice and Water Barrier: Owens Corning® WeatherLock® G Granulated Self-Sealing Ice and
Water Barrier 3'x 66.7'(200sq.ft)
Fascia Material Type: Vinyl Fascia
Fascia: ABTCO® 8"x 12' 6"Vinyl Fascia-White
Soffit Material Type: Vinyl Soffit
Soffit: ABTCO® 12"x 12'Vented Vinyl Soffit-White
Roof Edge: 12'Aluminum Style D Roof Edging -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 Door® 4-Star 16'x 7'White Select Value Insulated
Overhead Door: Ideal Door® 4-Star 9'x 7'White Insulated
Overhead Door Trim Type: Vinyl
Vinyl Trim Color: White
Additional Options
Ceiling Insulation: None
Wall Insulation: None
Ceiling Finish: None
Wall Finish: None
Hydronic Radiant Heat: None
Anchor bolt: Grip Fast® 1/2"x 10" HDG Anchor Bolt w/Nut&Washer
Framing Fasteners: Grip Fast® 3-1/2" 16D Vinyl-Coated Smooth Shank Sinker Nail - 5 lb.
Box
Sheathing Fasteners: Grip Fast® 2-1/2"8D Vinyl-Coated Smooth Shank Sinker Nails
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
Wood Screw- 50 Count
Overhead Opening Hardware: No
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Date: 10/06/2022 - 8:54 AM ,
Design Name:Garage Design Design&BuyTM
Design ID:301855417131
Estimated Price: $11,319.15 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Midwest Manufacturing Truss: C11020
Address 1 JobNatre: RESSTOCK
Address 2 Date: 02/22/17 09:25:09
City,State Zip Page: l of l
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY
20-0-0 4/12 1 2-04) 2-0-0 0-0-0 0-0-0 1 24 in 61 1bs
24-0-0
2-0-0 5-4-14 4-7-2 4-7-2 54-14 2-0-0
5-4-14 10-0-0 14-7-2 20-0-0
T 41T-
1.5�4\ ±1.5,r
412 124
tt
7 S
5z66-
0-0-0 0-0-0
10-0-0 10-0-0
10-0-0 20-0-0
All plates shown to be Eagle 20 unless otherwise noted.
Loading(psi) General CSI Summary Deflection L/ Q—) Allowed
TOLL: 42 Bldg Code: IRC 20151 TC: 0.67(1-2) Vert TL. 038 in 1./611 (5-6) L/180
S—(P.Tg):42160 TPI]-Z007 BC: 0.99(6-1) Vert LL: 0.175. L1999 6 L/240
TCDL: 10 Rep Mbr Increase:Yes Vkb: 0.77(4-6) Hoe TT.: 0.08 in 5
BCLL: 0 Lumbar D.OJ..: 115%
BCDL: 10
Reaction Summary
ST B-Combo B-'Mdth Rod Bnr Widda Max React Max G—Uplift Ma MWFRSUplift Max C&CUplift Mu Uplift Max Horiz
1 1 35 n 2Z7 in 1. lbs -248lbs -248 lbs 8 bs
5 1 3.5 ip 227 m 1.448 lb. -248 lbs -248 lbs
Material Summary Bracing Summary
Tc SPP#2 2.4 =Bracing Sheadted or Purlios a[3-1-0.Pedro design by Ctbers
B C SPF#2 2 x 4 B C Braeiug Sheadnd or Purins at 10-0-0,Perlin desigv by Odors
Webs SPF Swd 2.3
Loads Summary
1)Tbistrusshasbeandesigoedfor tteeffecbofbal—sd andunbalancedsr—nadsfor hWgab1esha000rdano,s withASCE7-10vAththefollownguser definedioput 60 psfgouod
-off-1-4T rain Category B,Esposute Category FuByEsposed(Ce=0.9),Risk Catsgpry1l(I=1.00),7rb—al Condition Cold ntilatsd(Ct=1.1),DOL=1.15.Umxntilatsd.Iftbe
—figuration d'Efers from Hptgable,Btvldipg Desig—sball verify maw loads
2)Tbis truss has been desgaed to accmmtfar the effects of ice damsformng at the eavxs
3)Tbis truss Gas bcen desigted for tlae effects of vi ed loads n wrdance wid.ASCE/-10.dah the follaw.g user de£d input 115 mph(Fact—d),Fxpoaare B,Fnclo-d,Gabl.&Ep,
Risk CatW,y II,OwsaB BldgDtm-25 ft x 60 ft h=15 ft,End Zone Truss,Bothand webs consid—d.DOL=1.60
4)Minimum Aorageatticloadnghasbeenappliedinac mdaucewith IRC301.5
Member Forces Summary 1ltle mdra c:M¢vtr ID,max CS;max axis 5:cq 6vax cvnpr. ce Ed Be rntfrvn max axis fivm}Ovly Sxma gre9¢than 3001ba:e ahoam iv Nis tatle
TC 1 2 0.674 1 111 16a 34 0.469 -2,077 1
2-3 0.469 -2077lba 45 0.674 -283316a
BC 54 0.985 262616a 29516s 6. CO.— 262616a 29516s
— 124 0.774 -1,00316a 34 0.449 746 Iba 44 0.774 -1,00316a
JSI Summary
1=087,2=0.8%3=0.98,4=0.83,5=0.87.and 6=0.75
Notes
1)Unless Wooed otherwise,do not ctx or alter anytrussmember or platewithotxprior approvalfrom aProfesslonal Eug�--
2)When this truss has been chosenfor quaky asstranceimpection,the IbublePolygonMednd par TPI 1-2007/Chaptsr 3 shall be used.
3)Tba fabd_don tolerance for this roof truss is 0%(Cq=1.00).
4)Brae botmm chord vrith approved sbeadaing or purlk.per Bracing Summary.
5)C-ep has been consdered in the analysis of this Russ.
6)1 ished wind pEft reaction based m MWPRS&C&C loadaog.
ALL PER SONSFABRICATIlVG,HANDLING,ERECTING OR INS7'nTT1NG ANYTRUSSBASID UPON THISTRUSS DESIGN DRAWING ARE INSTRUCTID TYJ REFFRTO ALL TrueBuild®Software v5.5.2.240
OF TBE INSTRUCTIONS,LIMYM-IONS AND QUALi1TCATIONS SETFORTT3 IN THE EAGLE MErAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGN AND Eagle Metal Pmdocts
AVAI LAB LEFRCIM FAGLE UPON REQUEST DESIGN VALID ONLY WHEN FAGLE MECALCONNE=MS ARE USED. naua:,eat Zs2s4
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Date: 10/06/2022 - 8:54 AM ,
Design Name:Garage Design Design&Buy
Design ID:301855417131
Estimated Price: $11,319.15 GARAGE
*Today's estimated price.Future pricing may go up or down.Tax,labor,and delivery not included.
Job Truss Truss Type Qty Ply
QTREC0636000 T1DE COMMON 2 1
Job Reference(optional)
Midwest Manufacturing,Eau Claire,WI Run:8.32 S Nov 192019 Print:8.320 S Nov 192019 MiTek Industries,Inc.Mon Jun 22 16:29:58 Page:1
ID:us9WiAJ?ZPv1Ypt*lHtiq iz3gal4PeX8vPOhswbT2_Umy0a80zW 9X?cVPLWh_GKz3g ad
10-0-0 20-0-0
10-0-0 10-0-0
4x4-
412 1.5x4„ 4 1.5x4.
1.5x4. 3 5 1.5a4.
cv 2 6
y S 2 S 2
1 13 14 7
0-0-4-
12 11
4x4 a 4.4.
1.5x4n 1.5x4n 5x6= 1.5x4. 1.5x4.
20-0-0
Scale=1:36.6
Plate Offsets(X,Y):[110,0-3-0,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) Ildefl L/d PLATES GRIP
TCLL(roof) 42.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) n/a - nla 999 MT20 197/144
Snow(Ps/Pg) 41.6160.0 Lumber DOL 1.15 BC 0.37 Vert(TL) into - nla 999
TCDL 7.0 Rep Stress Incr YES WB 0.16 Horiz(fL) 0.00 7 n/a n/a
BCLL 0.0" Code IRC2018/TP12014 Matrix-SH
BCDL 10.0 Weight:56 lb FT=15%
LUMBER BRACING
TOP CHORD 2.4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins.
BOT CHORD 2x4 SPF No.2 BOT CHORD RI Id ceillnu directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be
REACTIONS All bearings 20-0-0. installed during truss erection,in accordance with Stabilizer
(lb)-Max Horiz 1=38(LC 14) 1 Installation guide.
Max Uplift All uplift 100(lb)or less at joints)1,7,8,9,11,12
Max Grav All reactions 250(lb)or less at joint(s)9,11 except 1=325(LC
20),7=325(LC 21),8=893(LC 21),10=300(LC 2),12=893
(LC 20)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)cr less except when shown.
WEBS 2-12=-700/105,6-8=-700/105
JOINT STRESS INDEX
1=0.76,2=0.51,3=0.51,4=0.39,5=0.51,6=051.7=0.76.8=0.51.9=0,51.10=0.22.11=0.51 and 12=0.51
NOTES
1) Unbalanced roof live loads have been considered forthis design.
2) Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS(envelope)exteriorzone and C-C
Exterior(2)zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces 8.MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
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,or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL:ASCE 7-16;Pr-42.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=60.0 psf;Ps=41.6 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;
Ce=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) All plates are 1.5x4 MT20 unless otherwise Indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
10) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
11) *This truss has been designed for a live load of 20.Opsf 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 other members.
12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)7,1,11.12,9,8.
13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
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