HomeMy WebLinkAbout1366.97.1INSTRUCTIONS
The instructions are for a detached garage with tour walls. Note it gorr,_le is to L,::.111.. ,1
to an existing structure. Use the formed concrete foundation as ,flown on pl In, ornttlili_,
one wall. Foundation instructions are for turned down concrete slab.
1. Study the plan thoroughly. Be sure to check y.,ur local code requiiCn,ents and it 1, .iuircd
obtain a building permit. Omit steps 2 through 8 if slob is poured by contractor .
2. Locate the garage on your lot to conform to local code requirements, such as side i,,,d tear
lot set backs. Allow enough room for easy entrance, exit, or turn around, if pussit,le.
3. Stakeout the area as illustrated. Be sure all corners are square. Remember that dirtlensions
on plan are to outside of concrete and face of stud. See Foundation plan.
4. Dig trench for foundation approximately 12" deep, 12" wide at bott,,rn. Taper iii-if ,i at top
to approximately 20" .
String Lines -
_____10.
2" Slope Toward Door \
For Drainage
,+ 6 "x6" REINFORCING MESH 4- CONCRETE
HOLD DOWN BOLTS
GRAVEL �, 1
It
To 6" below frost line, if required.
5. Build forms for the concrete slab, using 2" lumber. Set top of 2" t,,wi board to u,_.1red floor
height and level. Inside face of form boards roust line up exactly . -irh "string lit" er at
proper building dimensions. .
Brace securely. This is very important to keep forms from pushing out when concrete is poured.
Use a gravel fill and tamp to within 4 of the top of form boards.
6. Call building inspector to check location and trenches before pourin,) concrete.
Note;.At least two 1/2" (or 14) reinforcing bars in perimeter muke,. u better io° . Using wire
mesh in floor slab minimizes cracking.
Have local electrical contractor install conduit under slab for electrical servic-
7. Pour readymik concrete completely filling forms. Surface and level ..ith a long .1r 1,ll t b_; rd
and trowel.
8. Set anchor bolts (see foundation plan) 1 3/4" in from edge of cones: I,: and ext::l Ji.,.;
at least 2f" above surface.
9. After concrete has set place 2x4 bottom plot,- o;, tap of baits 2;.. :i_ ...;r:
Jut$! ^.. :? -. -. .. .,:, or.,! ,:;.� wli�l -- ,�.�' {Rdr. ,. -.:.. ...,�. rc
holes. Drill a 3/1'" 1 •de in bottom Flate tr? f't :ver l;afls. C . -r
bolts and be sure than edge of 2x4 is flush .:im face of .:o(:CrC.
NOTE: Note that the walls are layed out in of least two panels each. Ihis has !,!I, for
ease or handling the pre - assembled walls.
FRAME CONSTRUCTION
Begin construction by assembling wall panel, A, B, C and D, .n ill,: concrete 9,if..�j, slul,
See Nailing Schedule on Plan
Assemble all four panels before tilting them up into position.
10. Lay the predrilled 2 "x4" bottom plate and one 2 "x4" top plot. !,•r ,. ,nel "A" .i,le i side
and mark position of 2"x4" studs 16" o.c. as shown on panel elevut;.,n,drowing fn „te that
the first stud space on each end of panels is measured from tike ,,ui.ide tote of stui to the
center line of the next stud). Assemble wall Panel "A" using pre, cut 2 "x4" studs 7'-8 518"
long. Nail through top and bottom plates into studs using two 16 penny nails at each
connection.
11. Let -in bracing. Check panels for squareness. Lay the 1 "x4" corner brace on panel outer
corner at top of panel down to bottom plate at a 45 degree angle. Mark 1 "x4" position on
each stud. With your circular power saw cut into stud 3/4" at each mark. Using u chisel and
hammer knock out the piece of wood leaving a 3/4" recess into which you place the 1 "x4"
comer brace and nail with two 8 penny nails at each stud and top and bottortFlor,.
Repeat steps 10 and I 1 for panels "B ", "C" and "D ". -
12. Now that you have the first four wall panels assembled you can start the ct' of walls.
Tilt up panel "A" and place it in position over the anchor bolts. Brace I .I ith
2 "x4" brace to ground stake. Place washer and nut on anchor bolts an- h v anel.
Follow some procedure for panels "B ", "C" and "D". ar y
0
TOP D
F 2x4 FRAMING �� AFTER A
IN PLACE
r DIAGONAI,
BRACE /
13. Repeat instructions number 10, 11 and 12 for assembly of remaining wall panels. Assemble
and erect panels in sequence.
14. As panels are erected you can add the 2 "x4" tie plate as shown on wall framing elevations.
Nail plate 16" on center with 16 penny nails.
15. Cut garage door header to length and bolt together with two 1/2" dia. bolts at each
end.. Stagger bolt along top and bottom of header as shown "on Flitch Plate Detail .
16. Nail 2 "x4" cripples at each side of door opening. Lift assembled header into position
and rest on cripples and nail to panel studs using 16 penny nails. Nail hardware surrourd
to inside f9ce of cripples (see garage door jamb detail).
17. Add 2 11z4" tie plate to top remaining wall panels.
18. Lay rafter ties approximately 4' on center across top plate to form a working platform for
rafter erection. Brace ties below if span is too long.
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19. Cutting rafters is simplified by using the template pattern provided on he plan. Loy,,w
and cut two rafters to size and .check for accuracy. (Be sure to use:rhe some rafter a; ti
pattern to make all additional rafters).
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ROCEBOARD --
RATTER \
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r I 1 �s,TE� CHECK RAFTER
END CUT WITH
y I
STUD _t' PLUMB BOB
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20. Erect and "tack- nail" the end rafters in place and brace. 10 or 12 fed I t from the end wall
repeat the above process, locating these two rafters directly over a st1d below. Then slip
the ridge board into position. Be sure ridge is level, rafters are plumbjand brace securely.
The remaining rafters San be put in place located over studs on outsid walls. Rafter ties
and collar ties should then be nailed to rafters and hangers installed .fore bracing is removed.
21. Add 2x4 gable'studs, eove blocking and any other framing necessary, us shown on plan.
22. Apply I" plywood sheathing over roof rafters starting at the bottom of he rafter. Stagger
joints of roof sheathing so that joints on adjoining sheets do not occur in the same rafter.
Check plan carefully to find out how far roof sheathing should extend gut at gable ends.
23. Apply roof shingles (over felt if desired). Follow manufacturer's instr :tions in bundle.
Extend shingles 3/4" beyond face of trim board, and excess of shingle should be cut from
inside only in order to maintain a trim appearing edge.
24. Trim out door opening with jambs and casing.
Install windows with bottom sill resting on 2 "x4" sill plate.
25. Apply aluminum coated Kraft paper over outside stud wall. Start sidii at bottom, making
sure that first panel is level. At top of walls and gables cut siding to it tightly against
soffit (see plan).
26. Trim eaves and corners. Install doors.
27. Install garage door following the manufacturer's instruction included ith door package.
28. Paint or stain siding and trim as desired.
Nailing Schedule For Structural :!,hers
Nurnbt_i
Description of Building Materials
Ih.- following guru.;.,
Ceiling joists to plate, toe nail
Fastest, .
Top or sole plate to stud, end nail
2 -It.,I
Stud to sole plate, toe nail
4 -8d or i fad
Doubled studs, face nail
3 -It,.l
Doubled top plates, face nail
10,i
Top plates, taps and intersections,
2 -1(;a
face nail
2x t - lr,'
Continued header, two pieces it'd
Built -up girder and beams I 2(ld
Ih.- following guru.;.,
Ceiling joists to plate, toe nail
2 -1b,1
Continuous header to stud,
4 -8d
toe nail .
7
Ceiling joist, taps over partitions,
3 -It,.l
face nail '
Description
Ceiling joist to parallel rafters,
3 -1t ;d
face nail
2x t - lr,'
Rafter to plate, toe nail
2 li t
1" brace to each stud and plate,
2 -8u
face nail
-
Built -up corner studs
if;u
Built -up girder and beams I 2(ld
16" o.c.
along each edge
30" O.C.
32" o.c. at top
& bottom &
staggered 2 -20d
at ends & at ea.
splice
Roof rafters to ridge, valley or hip
rafters, toe nail 4 -16d -
face nail 3 -ibd -
Collar ties to rafters, face nail I 3 -8d -
Spacing of Fasteners
Description of Description of intermediate
Building Materials Fasteners edges supports
roof and wall sheithing to frame:
1h inch - hi inch 6d 6" 12"
Other wall sheathing;
1/2" Fiberboard Sheathing 11/2" galvanized 3" 6"
roofing nail
6d common nail
DEDUCT THE FOLLOWING IiEtAS IF GARAGE IS TO BE ATTACHED TO AN EXISTING STRUCTURE
1 PC
Ih.- following guru.;.,
lilt i, !,y.. . -.1 JCtactled garage with four "ulls. Note if this garage
8
is to be anacheJ to
.fi.1-111ie
deduct wall materials as listed at end of list.
7
19 PCs.
Quantity
;i:.,:
Description
Board Ft .
2x4 - 16'
I PC
2x t - lr,'
Wall Plate Treated
11
Wall Plates
.
2 PCs.
2x•t - 1 "3'
Nall Plate Treated
16
5
4 PCs.
x4 IU'
Wall Plate Treated
27
4 PCs.
66 PCs.
1 4
Precut Wulf Studs
352
2x6 - 16'
5 PCs.
2x4 - lo'
Wall Plates
53
Gable Nailer
3 PCs.
2x4 - 12'
Wall Plates
24
192 Sq. Ft.
4 PCs.
2x4 - 10'
Wall Plates
27
1 PC .
2 PCs.
2x4 - 8'
Wall Plates
11
1x3 - 8'
2 PCs
2x 12- lb'
Header over Garage Door with 3/8 "x11"
"Z" Flashing
-
2 PCs,
Steel Plate Bolted
72
19
2 PCs
.x4 - Ic;'
Blocking over Garage Door
21
28 Lin. Ft.
1 PC
2x.. _ 8'
Header over Door
8
ATTACHING GARAGE TO EXISTING STRUCTURE
7 PCs.
2x4 - } -'
Cripple Studs
37
6 PCs.:
1.4 - 1 %'
Corner Brace
24
7 Cu. Yds.
2 PCs.
AC, - lo'
Garage Door Hard.vure Suwruurtd
32
5 PCs.
hu - l:
Rafter Ties
60
5 PCs.
2,6 - I' ='
Rafter Ties
50
2 PCs.
1,�o - i „�
Rafter Tie Splice Plate
10
38 PCs.
2 - I•.`
Rafters
532
2 PCs. -
1.:,`i - I:'
Ridge Boards
16
3 PCs.
�
lx4 - ! "
Hangers
12
32
8 PCs.
lxb - :''
Collar Ties
72
9 PCs.
2x4 - 12'
Gable Studs
32
2 PCs.
2x6 - lo'
Gable Blocking
4 PCs.
2 .i _ 12'
Gable Nailer
32
24 PCs.
Cedar Plywood Panel Siding
768 Sq. Ft.
9 Pcs.
1, t: - l:'
Trim Board
84
4 PCs.
1.4 - b'
Garner Boards
11
4 PCs.
111 ti,
Corner Boards
8
48 Lin. Ft.
'I" Flashing
C D Exterior Plysv,x.d Roof Sheathing
-
768 Sq. Ft.
24 PCs.
4 - 1
37
4 PCs.
1x8 I f`
Rake Fascia
-t PCs.
I i 1 .'
tuscia
Lxtarior Plywood ottit 16' 'Wile
37
64 Sq. Ft.
48 Lin. Fr.
56 Lin. Ft.
3 -' ."
1.'J°
Exterior Plywood Pule 1'" ',Hide
56 Sq. Ft.
56 Lin. Ft.
Rake Shingle MolJ
-
2 Rolls
I
Rooting Felt
8 1/3 Sqs.
;.
Asphalt Shingles
1
1 J ,.
Sectional Up and Over Garage Door
with Track and all necessary hardware
j
1 lU
haraye Slip Heod Window Unit
-
1
r '
leafage Service DJJr 5 Panel
-
48 Lin. Ft.
1„4
Door Jambs
16
48 Lin. Ft.
Brick Mold Casing
-
48 Lin. Ft
`,hingle Mold Door ''top
.
48 Lin. Ft.
I. '
C Ict,ure
8
2 Rolls
s5" `,Via:
Aluminum Foil Kraft Paper
-
(AILS
2 lbs.
0J Common Nail C ut -.,
t7 lbs.
Ini common Nuil <J
2 lbs.
IC,j Common Nui' J
4 lbs.
! Common Nail Cam•• ,-d
lu lbs.
comflior rail,
4 lbs.
8d Finish Nails
='
Belts wi' r �1 :.hers
i n K nob Cy 1 a.. ..,. ...
I Pr
I _
.jo.;r Butts
FOUNDATION FOR DLl- '.CHEi' - •.r',�C
L
12 Cu. Yds.
r..oncrete Slab Fo., uurion and Floor Concrete
figures based upon level :ite conditions with
giuvel base
`i28 Sq. Ft.
(. ., I'.;
Wire Mesh
-- -
184 Lin. Ft.
I;2" u .
Reinforcing Ban
Spacirif�
of
OPTIONAL FOR ALl EkNAI t I _ < - ;.
tD FOUNDATION
Fasteners
( Wall Height Figured at 3'4" fti.lf l
3 Cu. Yds.
Concrete for Footing
_
24" O.C.
8 Cu. Yds.
Concrete for Wal l
16" o.c.
7 Cu. Yds.
Concrete for Floor
16" o.c.
along each edge
30" O.C.
32" o.c. at top
& bottom &
staggered 2 -20d
at ends & at ea.
splice
Roof rafters to ridge, valley or hip
rafters, toe nail 4 -16d -
face nail 3 -ibd -
Collar ties to rafters, face nail I 3 -8d -
Spacing of Fasteners
Description of Description of intermediate
Building Materials Fasteners edges supports
roof and wall sheithing to frame:
1h inch - hi inch 6d 6" 12"
Other wall sheathing;
1/2" Fiberboard Sheathing 11/2" galvanized 3" 6"
roofing nail
6d common nail
DEDUCT THE FOLLOWING IiEtAS IF GARAGE IS TO BE ATTACHED TO AN EXISTING STRUCTURE
1 PC
2x4 - 12'
Wulf Plate Treated
8
1 PC,
2x4 - 10'
Wall Plate Treated
7
19 PCs.
2x4 - 8'
Precut Wall Studs
101
1 Pc.
2x4 - 16'
Wall Plates
11
1 Pc.
2x4 - 12'
Wall Plates
8
1 Pc.
2x4 - 8'
Wall Plates
5
2 PCs.
1x4 - 12'
Corner Brace
8
4 PCs.
2x4 - 12'
Gable Studs
32
1 Pe.
2x6 - 16'
Gable Blocking
16
2 PCs.
2x4 - 12'
Gable Nailer
16
6 PCs.
4'x8' -5/8"
Cedar Plywood Panel Siding
192 Sq. Ft.
3 PCs.
1x8 - 14'
Trim Board
28
1 PC .
1x4 - 8'
Corner Boards
3
1 PC,
1x3 - 8'
Corner Boards
2
24 Lin. Ft.
"Z" Flashing
-
2 PCs,
1x8 - 14'
Rake Fascia
19
28 Lin: Ft.
3/8"
Exterior Plywood Rake Soffit 12" Wide
-
28 Lin. Ft.
Rake Shingle Mold
-
CONCRETE FOR
ATTACHING GARAGE TO EXISTING STRUCTURE
2 Cu. Yds..
Concrete for Footing
6 Cu. Yds.
Concrete for Wall
7 Cu. Yds.
Concrete for Floor
Revised 8/12/82
NArru)NA 1_. PLt1N SERVICE, INC.
This plan has been prepared to meet pro- SHEET NO. 1
fessional standards of construction. A
careful study of plan instructions and TOTAL 4
dimensions is advised before starting work.
JA,JtO.V,'Crr PLAN No. P -2018