garden oak garage & workshop plans

Garden Oak Garage & Workshop Plans

Design Set #OG-2424G

Donald J. Berg, AIAPO Box 698

Rockville Centre, NY 11571

Copyright 2006Today’s Plans

www.TodaysPlans.com

More than a dozen different layouts of garages and workshops can be built from this set of plans. You can build the 24’ wide Main Garage at 24’, 26’ or 28’ 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. See the

Sample Layouts, on pages 1-4, for some of the options.

Garden Oak Garage & Workshop PlansINDEX

Sample Layouts

Terms of Use, Notes and Building Resources

1 - Two Car Garage2 - Two Car Garage with Workshop

3 - Three Car Garage4 - Four Car Garage

E4 - Main Garage Side Elevation

FD1 - Frost Wall FootingFD2 - Monolithic Slab Foundation

FD3 - Thickened Slab

P1 - Expansion Shed PlanES-P2 - Expansion Shed Roof Framing Plan

ES-E1 - Expansion Shed Garage Front ElevationES-E2 - Expansion Shed Rear Elevation

ES-E2 - Expansion Shed Optional Front ElevationES-E3- Expansion Shed Side Elevation

S1 - Expansion Shed Building SectionES-S2 - Expansion Shed Wall Sections

ES-D1 - Expansion Shed Door & Window Framing

N1 & N2

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

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

S1 - Main Garage Building SectionS2 - Main Garage Wall Sections

D1 - Main Garage Post ConnectionsD2 - Main Garage Door Framing

D3 - Main Garage Walk Door and Window Framing

ES-

ES-

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

Main Garage Plans

Main Garage Elevations

Main Garage Sections

Main Garage Details

Main Garage & Expansion Shed Foundation Details

Expansion Shed

Material Lists

wwwTodaysPlans.com

Two-Car Garage

1 2 ’ 1 2 ’2 4 ’

Pull-DownStairs toLoft

FutureExpansion

Shed

FutureExpansion

Shed

Sample Layout #1 - Two-Car Garage

Design Set #OG-2424G Sample 1

The Garden Oak series of garages and workshops starts with this sturdy 24' wide, two bay garage with pull-down stairs to a high and dry storage loft. You

can build yours at 22', 24' or 26' deep. Leave plenty of room on either side. The drawings include plans for 12' wide expansion sheds for more storage space or extra garage bays. You can also plan on using one of the easy-to-build sheds

as your hobby shop, studio, workshop or home office.

See the Index page for a list of drawings. Build this garage using drawings P1 through FD3. Save drawings ES-P1 through ES-D1 for future expansions.

Sample Layout #2 - Two-Car Garage & Workshop


Here's a big, practical storage building that might be just what you need in your backyard. It's a two-car garage with plenty of extra space for storage or your use as a work or hobby shop. Add a wall between the spaces and use the

shed-roof 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 garage or

storage space. The Garden Oak plans let you expand your garage at any time in the future.

See the Index page for a list of drawings. Build the gable roof garage using drawings P1 through FD3. Build the shed roof section using drawings ES-P1

through ES-D1 and FD1 through FD3. Use Elevation ES-E2 as the front of the shed roof shop/storage space.

Two-Car Garage

1 2 ’ 3 6 ’


FutureExpansion

Shed

Shop or Storage

Sample Layout #3 - Three-Car Garage


The Garden Oak Three-Car Garage is a practical storage building that might be just what you need for your cars, boats, small trucks or SUVs. There's a big

storage loft for everything that won't fit in your attic. Leave room on your property for another garage or more storage space. The Garden Oak plans let

you expand your garage whenever you need to.

See the Index page for a list of drawings. Build the gable roof garage using drawings P1 through FD3. Build the shed roof section using drawings ES-P1

through ES-D1 and FD1 through Fd3.

Three-Car Garage

3 6 ’ 1 2 ’


FutureExpansion

Shed

Sample Layout #4 - Four-Car Garage


This building has four 12' wide parking bays. You can build them at up to 28' deep for long vehicles or to use the back of your garage for storage or a work

bench. Inexpensive pull-down stairs lead to big loft for even more storage.

See the Index page for a list of drawings. Build the gable roof garage using drawings P1 through FD3. Build the shed roof sections using drawings ES-P1

through ES-D1 and FD1 through Fd3.

Four-Car Garage

4 8 ’


TERMS OF USE By using these drawings, the purchaser, builder and property owner agree to the following conditions: These drawings are intended to present the general layout and appearance of the building. They may also serve as a guide to construction in some locations. The publisher can not assure that these plans are suitable for all uses, for every site’s conditions, for all codes, or for all building associations’ criteria. It’s both the property owner’s and the builder’s responsibility to have these drawings reviewed by a local building professional and by the community’s building and zoning officials prior to the start of construction. If these plans are not useable and not easily adaptable, they may be returned for a complete refund. Email [email protected] for return instructions. The publisher’s and designer’s liability is limited to the original purchase price of these plans. The publisher grants the purchaser of these plans permission to build one unit of this design. Copying these plans in any way, or use by anyone other than the purchaser or the purchaser’s builder is a violation of U.S. and international Copyright law. DESIGN CRITERIA These plans were designed to meet general standards and average weather and soil conditions. They should be reviewed and adapted by a local building professional for suitability to the actual site and for compliance with current codes, ordinances and standards. The building was planned as a non-habitable utility or accessory building. It must be built at a distance of more than 5’ from any adjacent combustible building. It was designed to exceed the requirements for an A.S.C.E. Category 1 building with the following criteria: 70psf Ground Snow Load (Reduced to 40psf Design Snow Load per A.S.C.E 7-95); 5psf Roof Dead Load; 40psf Loft Live Load; 10psf Loft Dead Load; 90mph Wind Load (10psf plus wind force); 1,500psf Soil Bearing Strength. The Loft is intended for light storage, typical of a residential attic. The Loft’s floor structure must be adapted by a local construction engineer for storage of

lumber, metal, logs, hay or masonry, or for any operating machinery. DESIGN CHANGES These plans are intended to be suitable for use with various finish materials and with other sizes and locations of doors and windows. The materials, windows and doors shown are suggested as reasonably inexpensive and available nationwide. For best appearance, the building should be finished and detailed to match or complement adjacent buildings on the site. Different or additional windows and doors may be installed using conventional framing methods. All changes should be coordinated by a local building professional, prior to the start of construction. SIDING Any of a variety of siding materials may be used on this building. Follow manufacturers’ or suppliers’ recommendations for the installation and finishing of siding. Siding should be applied over 1/2” exterior grade plywood. ROOF MATERIALS Any of a variety of roof materials may be used on this building. They should be applied over a minimum 5/8” exterior grade plywood deck. The plywood deck is an important structural element and should be installed regardless of the roof material used. Metal roofing should be installed to the manufacturer’s specifications on sleepers or fasteners applied to the roof deck. Wood shingles should be nailed to wood sleepers above the plywood deck. For slate, clay or ceramic tile roofs, use 3/4” exterior grade plywood for the roof deck and decrease the roof rafter spacing to 12” on center. Follow manufacturer’s or supplier’s recommendations for the installation and finishing of roofing. OPTIONS This building is designed to accommodate optional expansion sheds, layouts, materials and details. The owner and builder should coordinate the selection of all options prior to the start of construction. Expansion sheds must be carefully aligned with the main building so that adjacent sheathing and siding are flush.

SITE DESIGN The building should be plotted on its site by a surveyor or building professional. It must be located at least 5’ away from any other combustible building. Review local ordinances for required setbacks. If the building is intended to shelter animals, review local Health Department regulations for required distances from wells and residences. DRAWING NOTES Lumber sizes shown on these drawings are nominal unless marked as “true.” Lumber marked “P.T.” is to be pressure treated. GENERAL SPECIFICATIONS 1. Codes: All work must comply with current codes, ordinances and industry standards. 2. Permits: The builder is responsible for obtaining and paying for all necessary permits, scheduling all required inspections and obtaining a Certificate of Occupancy. 3. Scope of Work: The builder should provide all materials, labor and equipment required to complete the building in reasonable time. The builder should provide, supervise and coordinate all necessary subcontractors. All workmanship and materials must be of the best quality. Materials and equipment must be installed or applied to the manufacturers’ and suppliers’ specifications. 4. Work by Owner/Others: All work required for a complete and finished building should be provided by the builder, except as acknowledged by the owner at the time of the contract agreement. 5. General Conditions: The building contract will be governed by standards outlined in the “General Conditions of Contract” published by the American Institute of Architects unless comparable published standards are mutually accepted by the owner and the builder. 6. Site Work: 1. Clear the building site of all shrubs, trees, rocks and stumps. Remove and store topsoil. Protect all other landscaping, paving and structures from damage by this construction.

N1 NOTES

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2. Excavate for footings to the depth shown on drawings or deeper, if necessary, to reach solid stone or undisturbed soil that’s entirely free of backfill. Footings must extend below the established frost line at the building site. Excavate as required for all planned drives, parking areas and utility lines. 3. Provide clean gravel fill as shown on the drawings and as necessary to allow a flat, well drained building subfloor. 4. Grade the building site so that water flows away from the building. Replace topsoil to a minimum of 3” deep. Rake to remove all surface rocks, roots and debris, and seed and mulch as required. 7. Concrete: 1. All concrete must be a minimum of 3000 psi and must be handled and installed to the American Concrete Institute’s standards. 2. Concrete slabs must be a minimum of 4” thick, reinforced with 6x6 (#10) wire mesh. Provide 1/2” neoprene or oiled felt expansion joints as shown on drawings. Slope floor slab toward the largest door at 1/8” per foot. Provide a smooth, trowel or brush finish. 8. Carpentry: 1. All framing lumber must be structural grade, with a min. 1,200 psi bending stress rating. 2. All framing must be plum, level and true and must be properly nailed, screwed or bolted. 3. Roof sheathing must be min. 5/8” CDX plywood. Exterior wall sheathing should be min. 1/2” CDX plywood. 4. Provide bridging or solid blocking at the midpoint of all joists that exceed 10’ in span. 9. Structural Connections: 1. Follow manufacturers’ nailing or bolting specifications for all metal connectors. 2. Loft Steel Joist Hanger to Beam Connections: Follow manufacturer's nailing specifications. 3. Rafter to Roof Plate Connections: Birdsmouth each rafter for minimum 2" bearing surface. Anchor all rafters at the top plate with steel framing anchors, Simpson Strong Tie #H1 or equal. Follow manufacturer's nailing specifications. 4. Additional wind resistance can be added with metal strapping and ridge-to-

rafter connectors. Follow manufacturers’ specifications for nailing or bolting. 5. Plywood: Nail all plywood to rafters and studs with 8d Common Nails or 10D Box Nails - 6" on center for all outside edges and 12" on center on the plywood panel field. 6. Wherever metal connectors, anchors, fasteners, bolts, screws or nails are in contact with pressure treated wood, they must be hot dip galvanized or stainless steel. Follow recommendations of wood suppliers and connector manufacturers. 10. Roofing: 1. Roofing shall be as selected by the owner, and installed to the manufacturer’s or supplier’s standards. 2. All roof valleys, intersections and protrusions must be flashed with solidly backed aluminum or copper sheeting and must be entirely weatherproof. 3. Provide metal drip edging at all rakes and eaves. 11. Windows and Doors: 1. All prefabricated windows, doors, hardware and accessories must be as selected by the owner, and must be installed and finished to the manufacturers’ specifications. 2. The builder must make every effort to build custom doors that are straight, true, serviceable and durable. 3. Provide durable drip caps above all windows, doors and framed openings. 12. Finishes: Paint, stain or finish as selected by the owner and to the manufacturers’ specifications. 13. Plumbing and Electrical: If required by the owner and the intended use of the building, provide a plumbing system and an electrical system in accord with all state and local ordinances. The builder must secure all necessary design, permits, inspections, approvals and Underwriter’s certificates. CONSTRUCTION RESOURCES 1. Engineering: www.ncees.org/licensure All stock plans like these are designed to work for average conditions across the country. To comply with specific local building codes, ordinances and weather conditions and for the best quality of construction these plans should be

reviewed, and modified as necessary by a Professional Engineer. These drawings should be reviewed and modified for higher wind resistance, for earthquake resistance, for higher snow loads and for sites with poor or poorly drained soil conditions. California, Pacific Coast and Rocky Mountain locations may necessitate modifications for earthquake resistance. High mountain locations and areas of northern Maine and northern Michigan may require higher snow load resistance. Florida, Long Island, coastal areas, high mountain areas and some other locations will require higher wind load resistance. Many northern locations will require deeper footings because of deeper frost penetration. The states of Florida and Nevada, and some other jurisdictions require that drawings be prepared or reviewed by an in-state architect or engineer. Some local building officials will waive some requirements if the building is planned for agricultural use or for property that is zoned as Agricultural. Building departments may provide names of qualified Professional Engineers. The National Council of Examiners for Engineering and Surveying lists the websites of Licensing Boards for all US states and territories. Most of those websites have lists of licensed Professional Engineers. 2. Garage Building Components: www.abettergarage.com A variety of specialty products for this building can be found on the Internet. The resource directories at aBetterGarage.com feature overhead doors, wrought iron hardware, carriage house style garage doors and much more.. 3. Cupolas: www.abetterbarn.com An optional cupola for this design should be a minimum of 30” wide on each face of its base and a minimum of 48” in height above the building’s ridge. It should be centered on the main ridge as shown on the Elevation drawings. A large selection of prefabricated cupolas, cupola plans and weathervanes can be found at aBetterBarn.com.

N2 NOTES

http://www.ncees.org/licensure

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+15'-1'" or16 ' -1" R,0.LoftWindows

T-1" R.O,

D9OR9

1. Triple Zxg header.2. AdjuoL dirseneions lo mahch door and window rnanu?acfurer 'e recommended R.O.

t r

wNp-owe Tr lt l| 2xO 9*rude, blocking and plaLee

q)

(\

0)o+#oz.

TermibeShie ld

o'-o"Floor

Trovide anchor bol ls aN each pooL rnounN, wiNhin 12" of al l

maximum of 6' 0.C. Each secLion of si l l plahe muotr have a

ZxO SNud wall on conNinuouo ?reo6ure treated oi l l plate

or 6xO aooN in oost' mounN

5/8" Diam. x12" Anchor bolLs

#1O 6xO Wire mesh

rebaro

si l l ende and corners, and amin imum of two anchor bol t 'e ,

B" Min.o

t -I

)r+

| {to

]- 12"

($\U

_-g

S)s

-\S)gNs_X

ulsg

Nq)s)N!-(!s

f N

N

q)_g

F

ct-

l!N=\sq)Iq)

-SNS)q)

-s+L-

, . v

=o+fN\rf,

q-

q)_"tr+rs)(\.9_gsq)rs)=

TermiteShie ld

ZxO Stud wall on conl inuouo ?re66ure trealed ei l l plateor 6xO ?o6t in Voot mount

5lB" Diam. x12" Anchor boft,s

#1O 6xO Wire meoh

o'-o- +Floor I

n r ,o

lL-

A t ,L+

#ino.*,ur(\

sq)

_.ss)S

' $ cs , Qs_-Hx rs)

L U _- q )\ ) >= q )N -^ . S

$ oS E, N *\J q)r \

- = f iq r i> \s,o : l(- \J

+ : q ), , c \

O 3s r O= \ \> \ -- ( s$ _-c- s sl.$ 's)"t. (t)y q )N

$ q )

t- +Jo ( D( F o- (x q -

"\ \r

ru .$-s ;.r v

J O \

\ J ( -

I :S r n. 9 o

FK\ J ( )

. 9 s

$ >$ E

= o

Trovide anchor bolts at each pooL mounf,, within 12" of al lmaximum of 6 ' a .C.Each secLion of o i l l p laLe mu6thave a

TB" Clean qravel

#4 Continuouo rebarz

s i l l ende and corners, and amin imum of two anchor bolbs.

2'�-6" Min.

*_,,",,_+

1'�-O" Min.

Ver\ical reDar with 4" "L" bend - 36" 0,C.

Conf, inuouo rebars

DoLtom of fooLing muoN be belowthe local froeL l ine

Trovide anchor bolts al each ?ooL mounl, within 12" of al l si l l ende and cornero, and amax imum o f 6 'O .C,Each eec t ion o f s i l l p la temuoNhave a m in imum o f Nwo anchorbo lue .

Foundalion wall may ext end above the f loor elab height to adjuoL No the sitds oloVing qrade.

Foundabion wall may be thickened and notched Lo al low slone or brick facinq.

ZxO Stud wall on conbinuous ?re6eure f,reahed oi l l Vlateor 6x6 VoeN in VooN mounN

5/8" Diam, x12" Anchor bolLs

1/2" Neoprene, oi led felt orf ib erbo ard exp anoion joint

#1O 6xO Wire mesh

Clean gravel

TermiteShie ld

r\, r\rtIJ

-IJ

FloorI-@I

rt)\I \s;d - \- ';-\- sJ

"9 sr$ sL N

N X -c\ -:

, i- 'Ol u sl - s ot = \, t \ \ sl q . r sl 9 q :| \ \ T \

l N \ \

l 0 -l s 3

.< q)- _ sq ) r

ii \JH Nq-b s,^ (Su, _-s( s -= P$ o

S E$) ,..I $ ,

Y q >( \ sU -ar . I l

: ts)_ - ^+ r Y5- q-

q - v' ( -S $o ^ .

P LN q )\ ) - tS <J , ^

q _ !

* t s# ( )

$ or $ -

Mirror thia plan for an Expanoion ghed on the oppooite eide of rhe Main GarageMirror the back wall to uoe as the front where a qaraqe door ie not required

t'IIIIIIII

(oII-s-IIIII

II

I

(0

EXPANSION sHFD

24,26' or2b'-O" (match MainGaraqe dimen lon)

IsL-

It-

fi| - a*O ?oot Q - Cenier line of buildin4 and exVaneion loint in floar alab

1. Windowo should be 2'-O"x3'-O" fixed, awninq, caeement or double hun7.2.3'-O"x7-O Walk door.3. b'-O"xT-A" Garaqe door.4.5tud walls,between ?oslo, may be omitted for open access,5 .2xG StudwalL6.4' reinforced concrete slab - glope Lowardo qarage door aL1/8" per foot.7. FrosL wall or monolilhic slab foundation - 1ee Drawinas FD1 and FDZ.b.Thickened slab - 1ee Drawinq FD1.9, Concrete a?ron, or olope drive up to the Gara4e floor.10. Min. 3'-O"x4 -O" Concrele atoo? at the level ol Lhe ghed floor.11. golt double 2xO studs to Main Garaqe poot with 1/2 " Diam.xT' la6 bolto - 24" O.C.

a]rq:trsl4c)d4

il<Ltl il

t 8 i.'ji3 {trtlrl-l s

i t

Mirror thie plan for an trx?aneion Shed on -vhe oppooite oide of the Main Oarage

MAINGAKAGE

EXTANgION gHED

(.DE'6r(\D-x

rll

q)g

L

gq)

Q

€ l '

b li n l

t iI t li l lI r l

f - f ' lI r ll l li rt tI I

r lae t' o l

| -g-,l rrI rt l

l rf--i-

L-

EXTAN9ION 9HED ROOF

I r l l Hi . i l t - i

i ' { i i !i i l l r li I t i i - li r l i l :I z : i i i - l

i xrii ! l l ! - -

i , i i i i iI \ i f . ! : 'I \ t r F r

j i', j*i ; i t -I F a i ! I

i t r i i !' l i l r _ :

I t t l E '

i--iil;l

i lI ti !

i lt-;I tL-lr-it ti t

i li:-t

nl . t

\ l l

i l

24',26' or 28'-O" (maLch t lain Garaqe dimenoion)

1, Triple ZxO Vlar,e 2. Double ouf,side rafters 3,ZxB KafterE - 16" O.C'

4, 2x1O Ledge 5, Notch ouleide rafters into wall st 'uds

6. Triple ZxB header 7, Triple 2x1O Headere - both qable end wallo

B. Main Oaraqe loft sxud wall 9. 6" long,2x4 Lookoubs al24" 0.C,

10.2x4 Flyin4 raflers 11. B" Koof overhanqaLlJrl9zr5Sd \zl ()<tzlkl =r{<, l M

I ll-l l-

i l t ;OJQ +l r l M S

B'�-1" Tlale

11'-6" Ledqe

1. Roofinq, at owner'6 oVtion, over 5/8" exterior grade plywood deck2. Flaeh shed roof into Main Garaae3. 1x4 trim4. 1xO trim5. DriV cap6. 1iding, af, owner's option, over 1/2" exLerior grade Vlywood7.) loVe grade away from bui ldinq on al l sidesB. Concrele stoop9. B'-O"x7-O" Overhead aaraae door10" Concrete apron

+-

zlC)trl<l>l5u.lFIzlc)MlLl sru-'l .EU R<l EM . F<t F( ) Fd €u_t b-rl +-

ai .i'z lFCI \d fz t f<i Fs_l .,-xl >u{' l b

i l *r I l l

tll +ul >

t10

[][]N[]nnn[][][]NNnntrnO'-O* Floor

JIV'K

11'-6" Ledqe

2

/

B'-1"' ?la"ve

MainGaraqe \

$)'=sc)t-

{loE

.9Loo\q)s,NL

' $ Ns s )o.;\ \\(\ q).ll Ls c )q ) _ s' F =: s6 . 9

-.9 tl

P ( sU

k q )d us ) $- S s= pS l i

\ q )rt) -g

= { JF rs)! ( $\J

l- srI-

2 iNL

?-, \Y $ )- f

tt rri . q )\- (t)

1. Koofing, at owner's oprion, over b/8" exLerior grade prywood deck2. Flash shed roof into Main Garaqe3. lx4tr im4. 1xG trim5. Drip cap6. ?iding, at, owner'e oVtion, over 1/2" exterior 6rade plywood7. ?lope grade away from bui lding on al l sidesB. Concrete otoo?9. 2'-O"x3'-O" Fixed, awning, casement, or double hunq window

izt \q)

\\ ]O nO A :

5 : - =s - 5 3o S - s )- t o , 5

) ! \ ) -G

s ) i : o!- is) --

. Y L . 3l - o : l oR - c * sx , s d kv x _

tsO . t \ g

L d R - , s 3 gb N h p 33 , \ a t S

^ v - :-! ' = A r r-i\ \\ .Y .=E - > I F Eo = : , 3: R \ J q : N-r .E .p$ ; : * ' ! \ X e c ' s :s ' F : i x . x 5 - c: F = N d L L S - r

R E - R E 9 ? * P$ t ' = ' F ' 8 s i - s E F

. 5 = i F i p { i b o-7 i \ : l + r n R = - ; . y E Ed s l Y ; i i : ,0 Z L L . - s $ ) U ) $ ) N ( J L )

; N r c i d r i o s c i o i 9

IC\

s-ff-N

Fc-q)-.ot_

ot-

, vs)E'=('[t_

\.9-s+t-o!-

-r-

i.\

l l

t1i

I

ftL

u-

I

\J

i sl N

1> [-Y ? -

d \w

i+q)s)\s)

J

\/

11'-6" thed root ledge

Main Garaae poEt or sLud

2xG 1-vud wall

1 . 2x1OLedge 2 .2xBKoof ra f re rs -16 O.C. 3 , l r ip le2x6p la te

4. Roofin1, at ownet's oylion, over 5/8" exLerior plywood deck5. Noich elude into ouLEide rafters 6.Triple 2x1O lteader acrooe qab)e ende7 . ZxO eluds at 24: O.C , on ZxG eill plaf,ea

b.)at dimeneionsNo match qarage door manufacLurer'e recommended K.O.9.5ee Drawinqo FD1, FDz and FD7 for concrete detai le10. 1loVe grade away from bui ldin7 on al l eides.11. zx6 Horizontal blocking aN 4'-O" above the floor

12. Treesure lreated ?xO pla'reo

\JI

il

+

12'-O" ?lat'e

3 >+---j

ZxG Studwal l

Sid inq at

owner'o

v Y v t v r t t

over vz

e><t eriorqrade.

Vlywoodeheathing

Triple ZxB Header atDoore and windowo g

^-a? '

% * b ' - 1 " ? t a t e \ryz-- lriple ZxG plate I\

j.ji -6}* r-1" R.o.I

EXTANsIONLSI1ED

1tudwallsbeLween

6xOpoele

may be

omiLNed

for

o?en

acce59

0jzlotrl()rl0lJJ<l=att-l:trlqziodzl$-t><lu]

l l r

c d Fql ,tj.ri +u-l n

+s o'-o"F,oor

1, Koofinq, al owner'o option, over 5/8" exterior grade Vlywood oheathinq,

2.2x8 Roof raf\ero - 16" 0.C. Cut,'for flat bearinq at, Vlale.3. OriV edge 4.1x2 5. 1xO 6. 1x4 7. 1/4" Ex\erior Vlywood ooffitb. Simpoon )tronqTie #H1 or equal metal t ie-down.

9. Flash Expanoion thed roof inNo Main Garage.lO. Simpson )trongTie #RR or equal rafLer hangero"11. 2x1O Shed ledae * Secure wiNh 1/2" Diam. x 5" laa bolte at each sLud.

-q 11'-6" ehedtedse

MAINCAKAGE()ee Drawinq 3.2)

6xO poet.

ts -1-> '+2+

DAOR?Gable end wal le Eave eide wal le

-

Eave eide wal le Gable end vral iE

t t

, l la - o + ' v V | N D O W O\ f r /

7-1" R.O.All doore

and windowo

? z^o ot,ude,)block ing and

VlaLee

l.TriVle 2x1O header - Header run6 acroes Nhe ful l width of Lhe qable end walle2.Triple ZxB header.3. TriVle ZxO Vlate.4. Adjuo*" dimeneions lo match door and window manuiacLurer' ; recommended K,0.

c !qtAzl

d=1 Mc) u-ld =zt C)< o$_t zl

d = .r l q EH8Ef j Q *u o :

garden oak garage & workshop plans

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