Pre-fab storage building.pdf

Design ID: 322652674423

Estimate ID: 39093

How to purchase at the store

1. Take this packet to any Menards store.

2. Have a building materials team member enter the design number into the Garage Estimator Search Saved Designs page.

3. Apply the design to System V to create the material list.

4. Take the purchase documents to the register and pay.

Garage Image

How to recall and purchase a saved design at home

1. Go to Menards.com.

2. Select the Garage Estimator from the Project Center.

3. Select Search Saved Design.

4. Log into your account.

5. Select the saved design to load back into the estimator.

6. Add your Garage to the cart and purchase.

I--- 4'---+----- 10'-----+--4'------1

EndwallA

1r2"

24'

5'

Enawall B

1'10"

I---4'---+---- 10'-----+--4'------1

>---------18'------------<

Dimensions

ENDWALLB

Wall Configurations

*Illustration may not depict all options selected.

SIDEWALLD

Ideal Door&reg; Traditional IO' x 8' White Non-Insulated Mastercraft&reg; 60"W x 80"H Primed Steel Flush Double

SIDEWALLC ENDWALLA

Ideal Door&reg; Traditional 10' x 8' White Non-Insulated

Materials

Building Info

Building Location Zip Code:

Building Width:

Building Length:

Building Height:

Curb:

Wall Framing Stud:

Roof Framing:

Truss Type:

Roof Pitch:

Eave Overhang:

Gable Overhang:

Custom Garage Plan:

Wall Info

Siding Material Types:

LP Engineered Wood Siding:

Engineered Wood Corner Trim Color:

Accent Material Type:

Wainscot Material Type:

Wall Sheathing:

House Wrap:

Gable Vents:

53295 18' 24'

IO'

None 2" x4" Truss Construction Spread Web 6/12 Pitch 2' 2' Yes I need a custom building plan

LP Engineered Wood Siding Prefinished 3/8 x 8 x 16' Textured Lap Siding (15 Yr Paint Warranty) -Dover Gray Snow White None None 7/16" OSB ( Oriented Strand Board) Kimberly-Clark BLOCK-IT®9'x75'House Wrap None

Roof Info

Roof Sheathing:

Roofing Material Type:

Architectural Roofing:

Roof Underlayment:

Ice and Water Barrier:

Fascia Material Type:

Fascia:

Soffit Material Type:

Soffit:

Gutter Material Type:

Gutter:

Ridge Vent:

Roof Vents:

Openings

Service Door:

Overhead Door:

Overhead Door:

Overhead Door Trim Type:

Vinyl Trim Color:

Additional Options

Ceiling Insulation:

Wall Insulation:

Ceiling Finish:

Wall Finish:

Anchor bolt:

Framing Fasteners:

Sheathing Fasteners:

Roofing/Shingle Fasteners:

Truss Fastener:

Overhead Opening Hardware:

1/2" OSB (Oriented Strand Board) Architectural Shingle Owens Corning® TruDefinition® Duration® Limited Lifetime Warranty Architectural Shingles (32.8 sq. ft.) - Estate Gray Owens Corning® ProArmor® Synthetic Roofing Underlayment 42" x 286' (1,000 sq. ft.)

Owens Corning® WeatherLock® G Granulated Self-Sealing Ice and Water Barrier 3' x 66.7'(200sq.ft) Textured Aluminum Fascia 6" x 12' Aluminum Rustic Fascia - White Aluminum Soffit 16" x 12' Aluminum Vented Soffit - White Steel Pro-Steel 6"x12' K- Style Steel Gutter None None

Mastercraft® 60"W x 80"H Primed Steel Flush Double Ideal Door® Traditional 10' x 8' White Non-Insulated Ideal Door® Traditional 10' x 8' White Non-Insulated Vinyl White

None None None None Grip Fast® 1/2" x 10" HDG Anchor Bolt w/ Nut & Washer Grip Fast® 3-1/2" 16D Vinyl-Coated Smooth Shank Sinker Nail - 5

lb. Box Grip Fast® 2-1/2" 8D Vinyl-Coated Smooth Shank Sinker Nails Grip Fast® 1-1/4" Electro-Galvanized Coil Roofing Nails -7,200 Count FastenMaster® TimberLOK® 5/16" x 6" Hex Drive Black Hex Head Wood Screw - 50 Count No

Job

QTREC0644116

Truss

SW1

Truss Type

COMMON

Qty

Ply

Job Reference (optional)

Midwest Manufacturing, Eau Claire, WI Run: 8.32 S Nov 19 2019 Print: 8.320 S Nov 19 2019 MiTek Industries, Inc. Wed Aug 12 15:49:41 Page: 1

IO:4au O9JJ kEoGL9?1Xs4pY dZyoYls-CUZSZgYA025mc 1 Id OM bq uY50BA_JyO 1 e1 R9XPyo YIO

-2-0-0 4.9.4 9-0-0 2-0-0 4.9.4 4-2-12 d, Scale = 1:40.9

Plate Offsets (X. Y): [2:0-1-8.Edge]. [6:0-1-8.Edge]

Loading TCLL (roof) Snow (Ps/Pg)

TCDL

BCLL

BCDL

LUMBER

TOP CHORD

BOT CHORD

WEBS

(psf) Spacing

30.0 Plate Grip DOL

27.7/40.0 Lumber DOL

7.0 Rep Stress Iner

25.o• Code

2x4 SPF No.2 2x4 SPF 1650F 1.5E 2x3 SPF Stud

4.9.4 4.9.4

2-0-0 1.15 1.15

YES

IRC2009/TPl2007

REACTIONS (lb/size) 2=1434/0-3-8. (min. 0-2-4). 6=1434/0-3-8. (min. 0-2-4) Max Horiz 2=68 (LC 9) Max Uplift 2=-145 (LC 9). 6=-145 (LC 10)

CSI

TC

BC

WB

Matrix-R

FORCES

TOP CHORD

BOT CHORD

WEBS

(lb)· Max. Comp./Max. Ten. · All forces 250 (lb) or less except when shown.

2-3=-2223/136. 3-4=-2174/213. 4-5=-2174/213. 5-6=-2223/136 2-9=-27/1890. 8-9=0/1175. 6-8=-14/1890 3-9=-301/135. 4-9=-48/1125. 4-8=-48/1125. 5-8=-301/135

NOTES

1) Unbalanced roof live loads have been considered for this design.

4x6n

13-2-12 8-5-8

DEFL

0.34 Vert(LL)

0.76 Vert(TL)

0.68 Horiz(TL)

BRACING

TOP CHORD

BOT CHORD

13-2-12 18-0-0 20-0-0 4-2-12 4.9.4 2-0-0

18-0-0 4.9.4 in (loc) I/dell Lid PLATES GRIP

-0.36 8-9 >587 240 MT20 197/144

-0.56 8-9 >378 180

0.05 6 n/a n/a

Weight: 62 lb FT = 15%

Structural wood sheathing directly applied or 3-8-10 oc purlins.

Ri id ceilin directl a lied or 10-0-0 oc bracin

MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.

2) Wind: ASCE 7-05: 90mph: TCDL=4.2psf: BCDL=6.0psf: h=25ft: Cat II: Exp B: Enclosed: MWFRS (low-rise) exterior zone and C-C Exterior (2) zone: cantilever left and right exposed : end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60

3) TCLL: ASCE 7-05; Pr-30.0 psf (roof live load: Lumber DOL= 1.15 Plate DOL=1.15): Pg=40.0 psf (ground snow): Ps=27.7 psf (roof snow: Lumber DOL=1.15 Plate DOL=1.15):

Category II: Exp B: Fully Exp.; Ct=1.10

4) Roof design snow load has been reduced to account for slope.

5) Unbalanced snow loads have been considered for this design.

6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 27 .7 psf on overhangs non-concurrent with other live loads.

7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.

8) • This truss has been designed for a live load of 20.0psf 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. with BCDL = 1 0.0psf.

9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 2 and 145 lb uplift at joint 6.

10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPI 1.

LOAD CASE(S) Standard

! Truss Type

GABLE I �

ly

I P ly

I Job Re1erence (oolionalJ

MIDWEST MANUFACTURING. EAU CLAIRE. WI 7 520 s May 1 2014 MiTek lnduslries. Inc Mon Aug 18 15 3142 2014 P age 1 ID EROw63N�unuDRBU8N6 L YK�zH0J J-VLaUNHDY JFoJ 5J11qJE4uwvdLREm?CA9Q10TbCyma? f

0-0-0

3x4,:;, 0-0-0

LOADING (psf) TCLL(roof) 25.0 Snow (Psi Pg) 24.3/35.0

TCDL 7 0

BCLL 0.0 •

BCDL 10.0

9-0-0

SPACING- 2-0-0

Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Iner YES Code IRC2009/TPl2007

CSI.

TC 0.19

BC 0.13

WB 0.06

(Matrix)

9-0-0

4X4 =

1B-0 0

DEFL.

Vert(LL) Vert(TL) Horz(TL)

BRAQNG

TOP CHORD

BOT CHORD

in (lac) 1/defl n/a n/a n/a n/a

0.00 7 n/a

9-0-0

Lid n/a

1B-O-O

Scale - 1 :29.B

3x4 �

PLATES GRIP

18--0-0

MT20 197/144

Weight: 58 lb FT -0%

Structural wood sheathing directly applied or 6-0-0 oc purlins.

Rigid ceiling directly applied or 10-0-0 oc bracing.

LUMBER

TOP CHORD

BOT CHORD

OTHERS

2x4 SPF No.2 2x4 SPF No.2 2x4 SPF Stud

I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide.

I

REACTIONS.

(lb) - All bearings 18-0-0.

Max Horz 1--41 (LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 1 O, 11, 9 except 12-384(LC 1), 8-384(LC 1)

FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.

WEBS 2-12--267/133, 6-8--267/133

JOINT STRESS INDEX

1 -0.41, 2-0.51,3 -0.51, 4 -0.35, 5 -0.51, 6 -0.51, 7 -0.41,8 -0.51,9 -0.51, 10 -0.51, 11 -0.51 and 12 -0.51

NOTES-

1) Unbalanced roof live loads have been considered for this design.

2) Wind: ASCE 7-05; 90mph; TCDL-4.2psf; BCDL-6.0psf; h-25N; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and

C-C Exterior(2) zone; cantilever leN and right exposed ; end vertical left and right exposed;C-C for members and forces & 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 consull qualified building designer as per ANSI/TPI 1.

4) TCLL: ASCE 7-05; Pr-25.0 psf (roof live load: Lumber DOL-1.15 Plate DOL-1.15); Pg-35.0 psi (ground snow); Ps-24.3 psf (roof snow: Lumber DOL-1 15 Plate DOL-115); Category II; Exp B; Fully Exp ; Ct-11

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 nonconcurrent with any other live loads.

11) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 at joint(s) 1, 7, 11, 12, 9

,8.

13) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.

LOAD CASE(S) Standard