Oakville Garage and Workshop Plans - Today's PlansSample Design #1- One Car Garage Design Set #OG-1624G Sample 1 The Oakville series of garages and workshops starts with a sturdy,

Oakville Garageand Workshop Plans

Design Set #OG-1624Gwww.TodaysPlans.com

Eighteen different layouts of garages and workshops can be built with help from this set of plans. You can build the 16’ wide Main Garage at 22’, 24’ or 26’ depth and add Expansion

Sheds, of matching depth, to either side to have exactly the design you want. You can also build the Main Garage now and add Expansion Sheds at any time in the future.

Copyright 2008 - TodaysPlans.comThese plans are protected by U.S. And International copyright law. They may be used once, to help build one building.

Any other use, copying or dissemination is strictly prohibited.

Oakville Garage & Workshop Plans

Drawings

Sample Layouts

Notes and Building Resources

1 - One Car Garage2 - Two Car Garage

3 - Three Car Garage4 - One Car Garage with Workshop

E4 - Main Garage Side Elevation

N1 & N2

P1 - Main Garage Floor PlanP2 - Loft and Roof Framing Plans

P3 - Expansion Shed Plan

E1 - Main Garage Front ElevationE2 - Main Garage Rear ElevationE3 - Main Garage Side Elevation

ES1 - Expansion Shed Garage Front ElevationES2 - Expansion Shed Rear Elevation

ES2 - Expansion Shed Optional Front ElevationEs3- Expansion Shed Side Elevation

S1 - Building SectionS2 - Main Garage Wall Sections

S3 - Expansion Shed Wall Sections

FD1 - Frost Wall FootingFD2 - Monolithic Slab Foundation

FD3 - Thickened SlabD1 - Main Garage Post Connections

D2 - Main Garage Door FramingD3 - Main Garage Walk Door and Window Framing

D4 - Expansion Shed Door & Window Framing

Building Material Lists for all size Main Garages and Expansion Sheds can be found online at:

Plans

Elevations

Sections

Detalis

Material Lists

wwwTodaysPlans.com

Design Set #OG-1624G INDEX

MainGarage

ExpansionShed

ExpansionShed

1 2 ’

22’, 2

4’ o

r 26

’

1 2 ’1 6 ’

Pull-DownStairs toLoft

Sample Design #1- One Car Garage

Design Set #OG-1624G Sample 1

The Oakville series of garages and workshops starts with a sturdy, 16' wide, one bay Main Garage with pull-down stairs to a high and dry storage loft. You can

build yours at 22', 24' or 26' deep. When you build, leave plenty of room on either side. These drawings include plans for 12' wide Expansion Sheds for more

storage space or garage bays, or for your hobby shop.

Sample Design #2- Two Car Garage


GarageExpansion

Shed

22’, 2

4’ o

r 26

’

1 2 ’


2 8 ’

The Oakville series of garages and workshops starts with a sturdy, 16' wide, one bay Main Garage with pull-down stairs to a high and dry storage loft. Add an

Expansion Shed garage to either side and you'll have parking for two cars, trucks or SUVs. You can add another Expansion Shed for more parking or

storage space, or for your use as a workshop whenever you need.

Sample Design #3- Three Car Garage


Garage

22’, 2

4’ o

r 26’


4 0 ’

The Oakville plans let you build this practical and attractive three bay garage at 40' wide by 22', 24' or 26' deep. Create it by building the Main Garage with

Expansion Shed garages on both sides. Use all three bays for your cars, trucks or hobby vehicles, or use a section as your workshop. There are pull-down stairs

to a 16' wide storage loft for even more storage.

Sample Design #4- One Car Garage with Workshop


Garage

ExpansionShed

1 2 ’

22’, 2

4’ o

r 26’

2 8 ’


Shop orStorage

Here's a practical storage building that might be just what you need in your backyard. The A 16' wide Main Garage is expanded with one Expansion Shed for more storage or your use as a workshop. Add a wall between the spaces to use the smaller section as your office or studio. The garage has pull-down stairs to a full loft for extra storage. Leave room on your property for another Expansion Shed garage or storage space. The Oakville plans let you expand at any time in

the future.

TERMS OF USETERMS OF USETERMS OF USETERMS OF USETERMS OF USEBy using these drawings, the builder andproperty owner agree to the followingconditions: These drawings are intended topresent the general layout and appear-ance of the building. They may also serveas a guide to construction in somelocations. The publisher can not assurethat these plans are suitable for alluses, for every site’s conditions, for allcodes, or for all building associations’criteria. It’s both the property owner’s and thebuilder’s responsibility to have thesedrawings reviewed by a local buildingprofessional and by the community’sbuilding and zoning officials prior to thestart of construction. The publisher accepts no liability for anyuse of these plans. The publisher grants the purchaser ofthese plans permission to build one unitof this design. Copying these plans in anyway is a violation of U.S. and interna-tional Copyright law. DESIGN CRITERIADESIGN CRITERIADESIGN CRITERIADESIGN CRITERIADESIGN CRITERIAThese plans were designed to meetgeneral standards and average weatherand soil conditions. They must bereviewed and adapted by a local buildingprofessional for suitability to the actualsite and for compliance with currentcodes, ordinances and standards. The building was planned as a non-habitable utility or accessory building. Itmust be built at a distance of more than5’ from any adjacent combustiblebuilding. It was designed to exceed therequirements for an A.S.C.E. Category 1building with the following criteria: 70psfGround Snow Load (Reduced to 40psfDesign Snow Load per A.S.C.E 7-95);5psf Roof Dead Load; 40psf Loft LiveLoad; 10psf Loft Dead Load; 90mphWind Load (10psf plus wind force);1,500psf Soil Bearing Strength. The Loft is intended for light storage,typical of a residential attic. The Loft’sfloor structure must be adapted by alocal construction engineer for storageof lumber, metal, logs, hay or masonry,or for any operating machinery.DESIGN CHANGESDESIGN CHANGESDESIGN CHANGESDESIGN CHANGESDESIGN CHANGESThese plans are intended to be suitablefor use with various finish materials andwith other sizes and locations of doorsand windows. The materials, windows and

doors shown are suggested as reason-ably inexpensive and available nation-wide. For best appearance, the buildingshould be finished and detailed tomatch or complement adjacentbuildings on the site. Different oradditional windows and doors may beinstalled using conventional framingmethods. All changes should be coordi-nated by a local building professional,prior to the start of construction.SIDINGSIDINGSIDINGSIDINGSIDINGAny of a variety of siding materials maybe used on this building. Follow manufac-turers’ or suppliers’ recommendationsfor the installation and finishing ofsiding. Siding should be applied over 1/2”exterior grade plywood.ROOF MATERIALSROOF MATERIALSROOF MATERIALSROOF MATERIALSROOF MATERIALSAny of a variety of roof materials maybe used on this building. They should beapplied over a minimum 5/8” exteriorgrade plywood deck. The plywood deck isan important structural element andshould be installed regardless of theroof material used. Metal roofingshould be installed to themanufacturer’s specifications onsleepers or fasteners applied to theroof deck. Wood shingles should benailed to wood sleepers above theplywood deck. For slate, clay or ceramictile roofs, use 3/4” exterior gradeplywood for the roof deck and decreasethe roof rafter spacing to 12” oncenter. Follow manufacturer’s orsupplier’s recommendations for theinstallation and finishing of roofing.OPTIONSOPTIONSOPTIONSOPTIONSOPTIONSThis building is designed to accommo-date optional expansion sheds, layouts,materials and details. The owner andbuilder should coordinate the selectionof all options prior to the start ofconstruction. Expansion sheds must becarefully aligned with the main buildingso that adjacent sheathing and sidingare flush.SITE DESIGNSITE DESIGNSITE DESIGNSITE DESIGNSITE DESIGNThe building should be plotted on itssite by a surveyor or building profes-sional. It must be located at least 5’away from any other combustiblebuilding. Review local ordinances forrequired setbacks. If the building isintended to shelter animals, review localHealth Department regulations for

required distances from wells andresidences.DRAWING NOTESDRAWING NOTESDRAWING NOTESDRAWING NOTESDRAWING NOTESLumber sizes shown on these drawingsare nominal unless marked as “true.”Lumber marked “P.T.” is to be pressuretreated.GENERAL SPECIFICATIONSGENERAL SPECIFICATIONSGENERAL SPECIFICATIONSGENERAL SPECIFICATIONSGENERAL SPECIFICATIONS1. CodesCodesCodesCodesCodes: All work must comply withcurrent codes, ordinances and industrystandards.2. PermitsPermitsPermitsPermitsPermits: The builder is responsible forobtaining and paying for all necessarypermits, scheduling all required inspec-tions and obtaining a Certificate ofOccupancy.3. Scope of WorkScope of WorkScope of WorkScope of WorkScope of Work: The builder shouldprovide all materials, labor and equip-ment required to complete the building inreasonable time. The builder shouldprovide, supervise and coordinate allnecessary subcontractors. All work-manship and materials must be of thebest quality. Materials and equipmentmust be installed or applied to themanufacturers’ and suppliers’ specifica-tions.4. Work by Owner/OthersWork by Owner/OthersWork by Owner/OthersWork by Owner/OthersWork by Owner/Others: All workrequired for a complete and finishedbuilding should be provided by the builder,except as acknowledged by the owner atthe time of the contract agreement.5. General ConditionsGeneral ConditionsGeneral ConditionsGeneral ConditionsGeneral Conditions: The buildingcontract will be governed by standardsoutlined in the “General Conditions ofContract” published by the AmericanInstitute of Architects unless compa-rable published standards are mutuallyaccepted by the owner and the builder.6. Site Work:6. Site Work:6. Site Work:6. Site Work:6. Site Work:1. Clear the building site of all shrubs,trees, rocks and stumps. Remove andstore topsoil. Protect all other land-scaping, paving and structures fromdamage by this construction.2. Excavate for footings to the depthshown on drawings or deeper, if neces-sary, to reach solid stone or undis-turbed soil that’s entirely free ofbackfill. Footings must extend below theestablished frost line at the buildingsite.

NOTES N1NOTES N1NOTES N1NOTES N1NOTES N1

Excavate as required for all planneddrives, parking areas and utility lines.3. Provide clean gravel fill as shown onthe drawings and as necessary to allowa flat, well drained building subfloor.4. Grade the building site so that waterflows away from the building. Replacetopsoil to a minimum of 3” deep. Raketo remove all surface rocks, roots anddebris, and seed and mulch as required.7. Concrete:7. Concrete:7. Concrete:7. Concrete:7. Concrete:1. All concrete must be a minimum of3000 psi and must be handled andinstalled to the American ConcreteInstitute’s standards.2. Concrete slabs must be a minimum of4” thick, reinforced with 6x6 (#10) wiremesh. Provide 1/2” neoprene or oiled feltexpansion joints as shown on drawings.Slope floor slab toward the largestdoor at 1/8” per foot. Provide asmooth, trowel or brush finish.8. Carpentry:8. Carpentry:8. Carpentry:8. Carpentry:8. Carpentry:1. All framing lumber must be structuralgrade, with a min. 1,200 psi bendingstress rating.2. All framing must be plum, level andtrue and must be properly nailed,screwed or bolted.3. Roof sheathing must be min. 5/8”CDX plywood. Exterior wall sheathingshould be min. 1/2” CDX plywood.4. Provide bridging or solid blocking atthe midpoint of all joists that exceed10’ in span.9. Structural Connections:9. Structural Connections:9. Structural Connections:9. Structural Connections:9. Structural Connections:1. Follow manufacturers’ nailing orbolting specifications for all metalconnectors.2. Loft Steel Joist Hanger to BeamConnections: Follow manufacturer’snailing specifications.3. Rafter to Roof Plate Connections:Birdsmouth each rafter for minimum 2"bearing surface. Anchor all rafters atthe top plate with steel framinganchors, Simpson Strong Tie #H1 orequal. Follow manufacturer’s nailingspecifications.4. Additional wind resistance can beadded with metal strapping and ridge-to-rafter connectors. Follow manufac-turers’ specifications for nailing orbolting.5. Plywood: Nail all plywood to raftersand studs with 8d Common Nails or 10DBox Nails - 6" on center for all outside

edges and 12" on center on the plywoodpanel field. 6. Wherever metal connectors, an-chors, fasteners, bolts, screws or nailsare in contact with pressure treatedwood, they must be hot dip galvanizedor stainless steel. Follow recommenda-tions of wood suppliers and connectormanufacturers.10. Roofing:10. Roofing:10. Roofing:10. Roofing:10. Roofing:1. Roofing shall be as selected by theowner, and installed to themanufacturer’s or supplier’s standards.2. All roof valleys, intersections andprotrusions must be flashed with solidlybacked aluminum or copper sheeting andmust be entirely weatherproof.3. Provide metal drip edging at all rakesand eaves.11. Windows and Doors:11. Windows and Doors:11. Windows and Doors:11. Windows and Doors:11. Windows and Doors:1. All prefabricated windows, doors,hardware and accessories must be asselected by the owner, and must beinstalled and finished to the manufac-turers’ specifications.2. The builder must make every effortto build custom doors that arestraight, true, serviceable and durable.3. Provide durable drip caps above allwindows, doors and framed openings.....12. Finishes:12. Finishes:12. Finishes:12. Finishes:12. Finishes:Paint, stain or finish as selected by theowner and to the manufacturers’specifications.13. Plumbing and Electrical:13. Plumbing and Electrical:13. Plumbing and Electrical:13. Plumbing and Electrical:13. Plumbing and Electrical:If required by the owner and the in-tended use of the building, provide aplumbing system and an electricalsystem in accord with all state and localordinances. The builder must secure allnecessary design, permits, inspections,approvals and Underwriter’s certifi-cates.

CONSTRUCTION RESOURCESCONSTRUCTION RESOURCESCONSTRUCTION RESOURCESCONSTRUCTION RESOURCESCONSTRUCTION RESOURCES1. Engineering:1. Engineering:1. Engineering:1. Engineering:1. Engineering: All stock plans like these are designedto work in limited locations. To complywith specific local building codes,ordinances and weather conditions andfor the best quality of constructionthese plans must be reviewed, andmodified as necessary by a ProfessionalEngineer. These drawings must be reviewed andmodified for higher wind resistance, forearthquake resistance, for higher snow

loads and for sites with poor or poorlydrained soil conditions. California,Pacific Coast and Rocky Mountainlocations may necessitate modifica-tions for earthquake resistance. Highmountain locations and areas ofnorthern Maine and northern Michiganmay require higher snow load resis-tance. Florida, Long Island, coastalareas, high mountain areas and someother locations will require higher windload resistance. Many northernlocations will require deeper footingsbecause of deeper frost penetration.The states of Florida and Nevada, andsome other jurisdictions require thatdrawings be prepared or reviewed by anin-state architect or engineer. Somelocal building officials will waive somerequirements if the building is plannedfor agricultural use or for propertythat is zoned as Agricultural. Building departments may providenames of qualified ProfessionalEngineers. The National Council of Examiners forEngineering and Surveying lists thewebsites of Licensing Boards for all USstates and territories:www.ncees.org/licensurewww.ncees.org/licensurewww.ncees.org/licensurewww.ncees.org/licensurewww.ncees.org/licensureMost of those websites have lists oflicensed Professional Engineers.2. Building Components:2. Building Components:2. Building Components:2. Building Components:2. Building Components: A variety of specialty products forthis building can be found on theInternet. The Building HelpBuilding HelpBuilding HelpBuilding HelpBuilding Help resourcedirectory at www.todaysplans.comwww.todaysplans.comwww.todaysplans.comwww.todaysplans.comwww.todaysplans.comfeatures overhead doors, wrought ironhardware, barn doors, rolling trackhardware, carriage house style garagedoors and much more.3. Cupolas:3. Cupolas:3. Cupolas:3. Cupolas:3. Cupolas: An optional cupola for this designshould be a minimum of 30” wide oneach face of its base and a minimum of40” in height above the building’s ridge.It should be centered on the main ridgeas shown on the Elevation drawings. A selection of prefabricated cupolas,cupola plans and weathervanes can befound in the Building HelpBuilding HelpBuilding HelpBuilding HelpBuilding Help resourcedirectory at www.todaysplans.comwww.todaysplans.comwww.todaysplans.comwww.todaysplans.comwww.todaysplans.com .

NOTES N2NOTES N2NOTES N2NOTES N2NOTES N2

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S ' g E i F : H E F f tM { r p t : ; R c s *9 _ \ S , : \ E S * : . i{ u H F € s $ d C F3 , t . { 2 d u l 1 1 , fI ' . , s o i t ' s p s p n

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2x4 Flyiny rafter

2x4 x 6" Lookout

4 --+

-o" ?la

s-

112" Tlywssi f1667

'--1Y:,/ ",r

Double outside rafEers

ZxO 7t 'udwal l

Triple 2x1O

Header

5 >4--+ |5----->

7

6

tr11

Double ZxO plale

tOET

Q_e --__:l

Top of joiaLo

beams and

headere

5112" x lo 112"Glulam beam

Sidinq ax

owner'g

opI'ion,

over vL

ex|'erior

qrade

plywoodohea\hing

1. Koofing, al owner'e opXion, over 5lb" exDerior qrade plywood oheathing.

2.2x8 Roof ratf ,ero - 16" 0.C. Sirdsmouth for a minimum 2" bearinq aL plahe.

3. Drip edge 4.1x2 5.1xO 6.1x4 7,1/+" Exberior Vlywood'soff i tB. SimVoon )t ' rongTie #H1 or equal meLal t ie-down.

9. 2x1O LotL f loor joiebo, on joiel hangero - 16" O.C.

10. gecure Loft oi l l plat e No glulam beam with 112" Diam. x 5" Laq bolts - 4' 0.C.

11. OVbional ExVanoion ehed - 7ee Drawing 95

nI

l l

\trc)

EAUE-1IDE1

s-------)ffi

,(t

3 >+-)

ZxO Studwal l

f f i *b '1? ' �a ' �e- Triple ZxO Header ar'

_ ' " : ^ ^ : : : :

I

q- r-1- Kolj:

EX%NgION 9HE-B

Siclin7 aL

ownef s

opXion,

over 112"

exterior

qrade.

plywoodoheathing

S- o'o"F,oor

1. Koofinq, at owner'o oplion, over 5lb" exLerior qrade Vlywood eheat'hing.

2. ZxB Roof rafLer, - 16" O.C. CuN for flav bearinT aN vlaf,e"3. Drip edqe 4. 1x2 5. 1xO 6. 1x4 7.1/4" ExLerior Tlywood soffit

b. gimpoon Sf.rongTie #H1 or equal melal t ie-down.

9. Flaeh ExVanoion thed roof int 'o Main Garage,

lO. gimVeon ShrongTie #KK or equal rafher hangero.

11. 2x1O Shed ledqe - Secure wit'h 112" Diam. x5" lag bolt's aL each sf'ud'

Stud

walv

beLween

6xOpooto

may be

omitted

for

o?en

acce69

au-l]qq4C)dzS*l><ulJ

qilXTIAJ1C)FIL)r!0lJ-t

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$- 1z''o" ?tate

-S - 11'-G- ehedtedse

MAINCAKAGE(1ee Drawinq 32)

6xO VooL

7'�-O" Min.

#4VerLical rebar wiNh 4" "L" bend - 36" o.c.

#4 ConLinuouo rebaro

+ 1o"Min.+ botf,om of footinq muoL be below

Ihe local frool l ine

?rovide anchor bolts at, each ?o6L mount,, wilhin 12" of all sill endo and cornera, and a

maximum of 6 'O.C.Each secNion of s i l l p la temu6lhave a min imum of ' two anchorbolbs.

Foundarion wall may exNend above the f loor olab height to adjuo| to Lhe site's oloVinq qrade.

Foundation wall may be Nhickened and nof,ched to al low stona or bricktacing.

ZxO Stud wall on continuouo ?reeeure lreaLed si l l plate

or 6xO ?ool in poeN mounL

5/b" Diam. x12" Anchor bolt 's

1/2" NeoVrene, oi led felN orf ib erb o ar d exp anoion loint '

#1C 6xG lA/ire rneoh

TermileShie ld

o'-o"Floor

I-@I

Clean gravel

\$\q ) , c i

6 ss ' 6-9 cs)\t) s\- a\rs d-*c

L U g5 O

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> 3q ) n

f RO s :*s, sN *i P$ oS E\$ ,^t $ ,

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q: li- s J

t r Ps- q-

. S q >' r

3 t' = uP r -(s q)- s {S <R s rq - xo - X

+ r Nf ( )

q ) O\ $ -= . 5

B" M in .

Termif'e

th ie ld

Trovide anchor bolts aL each ?oot mount' , within 12" of al lmaximum of 6 ' O.C.Each secl ion of s i l l p la f 'e muoNhave a

ZxG 7t.ud wall on continuouo ?re66ure Nrealed oi l l Vlaleor 6xO ?ooL in pooN mounL

5lB" Diam. x12" Anchor bolbs

#1O 6xO Wire mesh

#4 ConLinuoue rebaro

s i l l ende and cornere, and amin imum of Nwo anchor bolNs.

o'-o" :dt"Floor I

^ 1 1

+-,, -+

S)\q)

_sS)T. F cc\ .\o_tX t $

u l _- s 9s q )c $ -^ . f

$ o( \ \l - r

, N N\J q)

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--\- L

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: =($ rcr

- a 5trEu o

.g -e* s{-r .-

$ >o E: ) o

Termibeth ie ld

o'-o"Floor

?rovide anchor bolra aN each ?oot, mount, wibhin 12" of al l

maximum of 6 ' O,C.Each secAion of s i l l p la te muoLhave a

ZxO Stud wall on conNinuoue ?reseure Nreated si l l VlaLeor 6xO ?06l in Voot mount

5lB" Diam. x12" Anchor bolbo

#1O 6xO Wire meeh

rebare

si l l ends and cornero, and a

minimum of f ,wo anchor bolts.

ot .I

1b"III

I-rbnI

S)\q)

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.9(t)gNs_XLU-(ss(\q)c\-)Ns-(!$(D.=N

q)-c+ors)0\=\sq)Iq)

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l $l $l - sl sl lt ol q -l q >t nI

| 's)l ( sI

| 's)l -

l + rl - -I \ Jl s )l : l

| "EWt 'T-. ' - -T-

ZxO Stud and VlaNe Lofv knee tval l

(- zxlo Joisve onj o ioL hangeroi - n

-IO U , I .

9'�-4"Top of joicLs and headers

Tripple 2x1Oheader"7ost, mounL

51 /2"x10 1 /2 "G lu lambeam '

6xO TosN

ZxO Studand plahe

4(l 1?'�-4"

B'�-6112"a

t o ? o rToat's

TooN caVSimpeon )t"rongTie

#L?CO or equal

watt

\r

\ - l\ l

\

6x6 ToEN

ZxO Stud

and VlaNewall

7 oot' mounl

SimVeon StrrongTie

# AOU66 or equal

11' or 12'

" Gable-end heaclcre are

ou??orhed by Nhe st ud wall below.

However, face mounL hangero like

SimVoon StrongTie #HUCQ21O-3 may be

ueed for added ef,renabh and eaoe of framinq.

{

\5tB

q)

N

\ J )

oe

oz.

^!o,p ot )q-

U l u l a m o

I Cenler l ine of Voot

L'/

O''O" Flclor " Diam. x12" Anchor bol t

t'g

I

IToV of header and lof l loie

+ s'-4.

Door K.O.

A ' "

U . U

FD FloorT

T2x q

z=

s4ll-lMIoC)qu-ll()

M

(qzlHl q)

< N>,Hl l sN *o :

6 7tude, braceo, blocking and

+-?-rt A t,|

-11

Vlateo

l.Ir iVle 2x1O header - Header runo acroce Lhe ful l width of the gable end walle.

Z. Adjuol dimension; to maNch door manuf acLurer'7 recommended R.0.

3.13" Kouqh openinq for cuslom iransom window.

+15'�-1" K.O.LofLWindows

q1=<lMu-.1=qc\zJ=qMc)C)q4J

=trli()<lM

qz< r> , 8l l a

I c i iol :

1. TriVle Zxb header.2. Adjuol ' dirneneions Io match door and window manufaciurer 'o recornmended K.0,

DQOR?

+-1-----+

Gable end wal le Eave s ide wal le

B'�-1" 7laNe

7-1" R.O.All dooreand windowo

? z^o otuds,)block inq and

Vlatee

Eave side walle Gable end v,tall"-

l .Triple 2x1O header - Header run6 acroeo the ful l width of the aable end walls2. Triple 2xB header.3. TriVle ZxO plaLe.4. Adjuo*" dimeneione Lo maI'ch door and window manuf acturer ' ; recorymended K.O.

u-l.<--l

o =u-l<:tr|M$l LLIzl3lc)c)q2< =ki dELl-l 0/ CIr l o 3\ilc) *

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