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12
4 _
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4 -GAR FRONT ELEVATION
SCALE: 1/4" = 1' -0"
_.2 -GAR FRONT ELEVATION
SGALE: 1/4" = 1' -0"
22' -4"
----------------- ----------------- - - - - -- - --
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r LINE OF FOOTING BELOW
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_...2 -GAR GARAGE PLAN
SCALE: 114" = 1' -0"
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.AD
E DOORS,
'OOR,
AND
FYLE TO
EXI5TI NG
1/2" 4) x 12" ANCHOR
BOLTS W/ 3" HOOKS,
W -O" O.G., 12" FROM
CORNERS __
8" x 14" CONCRETE
GRADE BEAM W/ (2)
PAIRS GONT. #4 BARS
AT TOP AND BOTTOM
W/ #4 TIES '
IS" P PIER FOOTING
6-0" O.G. (MAX)
ALT. FOOTING DETAIL
SCALE: 3/4" = 1' -0"
-—
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II' -O" (OMIT BAY AT II' -O" (OMIT BAY AT
a' -o "w x -r' -o "n
- - _l
/
OVERHEAD
- - -- -- -
SHINGLES TO MATCH
GARAGE DOORS,
le
TYP. DOOR,
- - J
---------------
OPENER AND
- -
TRIM STYLE TO
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MATCH EXISTING
4
A2 WHERE
FELT OVER WIb"
ON SITE.
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9
TYPICAL SIDE ELEVATION
SCALE: 1/4" = 1' -0"
,TGH
51 TE
6:12 ROOF PITCH
2 -GAR GARAGE, 4:12
ROOF PITCH ® 4-
AND 6-CAR
GARAGES
SHINGLES TO MATCH
EXISTING ON 51TE
OVER 15# BLDG.
FELT OVER x /16"
EXTERIOR GRADE
05B 5HEATHIN6
4" ALUMINUM GUTTER-
1x8 FA501A BOARD
OVER 2x6 SUB
FASCIA -- --
1/2" PLYWOOD
SOFFIT W/
CONTINUOUS VENT
SIDING TO MATCH
EXISTING ON SITE
OVER WIG"
SHEATHING ON 4"
WOOD STUDS AT 16"
O.G. TYPE 'X' GYP.
BD. SHEATHING
WHERE LESS THAN
30' FROM EXI5TIN6
BUILDINGS. -�
1/2" (P x 18" ANCHOR
BOLTS W/ 3" HOOKS,
4' -0" O.G., 12" FROM
CORNERS
CONCRETE TRENCH
FOOTING (BASE BID).
FIELD VERIFY
UNDERGROUND
UTILITY LOCATIONS. -
a
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WALL SECTION
SCALE: 3/8" = 1' -0"
1/2" CHAMFER
1/2" EXPANSION
MATERIAL
4" CONCRETE
SLAB W/ 6x6 #4
WIRE MESH AT
MID DEPTH ON
WELL TAMPED
POROUS FILL.
SLOPE TO DOOR
AT 1 /8" PER
FOOT.
STEPPED SLAB DETAIL
SCALE: 3/4" = 1' -0"
2x4 PRESERVATIVE
TREATED BASE PLATE
1/2" CHAMFER
REFER TO CIVIL DRAWINGS
FOR STEP IN SLAB
ELEVATION
4" CONCRETE SLAB W/ 6x6
#4 WIRE MESH AT MID
DEPTH ON WELL TAMPED
POROUS FILL.
6:12 ROOF PITCH
2 -6AR GARAGE, 4:12
ROOF PITCH ® 4-
AND 6 -GAR
NOTES
I. REFER TO SHEET Al FOR GARAGE LOCATIONS
AND TYPES.
2. REFER TO CIVIL DRAWINGS FOR NEW AND
EXISTING GRADE ELEVATIONS.
3. REFER TO CIVIL DRAWINGS FOR GARAGE FLOOR
SLAB ELEVATIONS. WHERE SLAB ELEVATIONS
CHANGE, REFER TO DETAIL 4/A2.
4. BASE BID FOUNDATION SHALL BE TRENCH
FOOTING AS INDICATED ON DRAWINGS. PROVIDE
ALTERNATE PRIGIN6 FOR GRADE BEAM AND PIER
FOOTINGS AS SHOWN ON DETAIL 3/A2 FOR EACH
GARAGE TYPE (2 -, 4- AND 6 -GAR).
5. CONTRACTOR TO CONTACT IUPP5
(1 -800- 382 -5544) FOR LOCATING EXISTING
UTILITIES.
6. IN GASES WHERE 6ARAGE BUILDINGS ARE
LOCATED ABOVE EXISTING UTILITE5, CONTRACTOR
15 TO MEET WITH OWNER/OWNER'5
REPRESENTATIVE TO DETERMINE WHIGH
FOUNDATION SYSTEM WILL BE INSTALLED.
-7. PROVIDE CONTROL JOINTS IN SLABS AT NOT
GREATER THAN 20' -0" O.G.
8. ELECTRICAL SERVICE TO GARAGE UNITS SHALL
BE FROM EXISTING METER5/PANEL5 ON SITE.
COORDINATE METERS/PANEL5 TO BE USED WITH
OWNER/OWNER'5 REPRESENTATIVE.
a. SITE LIGHTING BY OWNER.
10. PROVIDE I -HOUR FIRE RESISTIVE RATING AT
GARAGE WALLS WHERE NEW GON5TUCTION 15 LESS
THAN 30' -0" FROM EXISTING CONSTRUCTION.
4 -GAR GARAGE = 44' -4"
h —r.AR r >ARAr -,F = hh' -4"
WALL SECTION
SCALE: 318" = 1' -0"
II' -O" (OMIT BAY AT II' -O" (OMIT BAY AT
GARAGES
II' -O" II' -O" 4 -GAR GARAGE) 4 -GAR (5ARAGE) II' -2"
/
- - - - -- - ------------------
----------------------
SHINGLES TO MATCH
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EXI5TIN6 ON 51TE
---------------
— - - - -
- - - - - - - - - - - - - -
OVER 15# BLDG.
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4
A2 WHERE
FELT OVER WIb"
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EXTERIOR GRADE
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OCCURS
055 SHEATHING
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PRE - ENGINEERED WOOD TRU55
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AT GEILING, FOR
PRE - ENGINEERED WOOD TRU55
® 24" O.G. -
TOP CHORD LL = 20 P5F,
4 ALUMINUM GUTTER
® 24" O.G. -
TOP CHORD DL = 15 P5F,
O
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TOP CHORD LL = 20 P5F,
N
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BOTTOM CHORD DL = 10 P5F
Ix6 FASCIA BOARD
N
TOP CHORD DL = 15 P5F,
1
OVER 2x6 5UB
I
BOTTOM CHORD OL = 10 P51F
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1/2" GYP. BD. ON WALLS AND
FASCIA
V
J
GEILING, FINISHED 4 PAINTED.
J
1/2" GYP. BD. ON WALLS AND
N
AT GARAGES WHERE NEW
1/2" PLYWOOD
v
GEILING, FINISHED d PAINTED
dJ
CONSTRUCTION 15 LE55 THAN
SOFFIT W/
O 0_
30' FROM EXISTING, PROVIDE
CONTINUOUS VENT
(2) 2X10 LINTEL
m
TYPE 'X' GYP. BD. AT WALLS.
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DOOR, OPENER AND
PANEL (TYP)
w
TRIM TO MATCH
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2x6 PRESERVATIVE TREATED
EXISTING ON SITE
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BASE PLATE
1/2" GHAMFERED
- A
V
1/2" CHAMFER
EDGE
4" CONCRETE SLAB W/ 6x6 #4
REFER TO CIVIL
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WIRE MESH AT MID DEPTH ON
DPAAING5 FOR
4" CONCRETE SLAB W/ bxb #4
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2
WELL TAMPED POROUS FILL.
APRON
WIRE MESH AT MID DEPTH ON
I
SLOPE TO DOOR AT I /8" PER
N
WELL TAMPED POROUS FILL.
FOOT.
-
SLOPE TO DOOR AT I /8" PER
—r-
FOOT.
- - - --
12" x 18" #4 BARS AT 4' -O"
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1' -2"
a' -O" 2' -O" a' -O"
O.G.
2' -O" a'-O"
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12" x 18" #4 BARS AT 4' -0"
2' -O" a' -O"
I' -2"
.D
O.G.
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REFER TO GIVIL DRAWINGS
FOR GARAGE SLAB
CONCRETE TRENCH
SEE CIVIL DRAWINGS FOR
ELVATIONS
FOOTING (BASE BID) .
GRADE ELEVATIONS
10"
10"
REFER TO 3/A2 FOR
ALTERNATE BID FOUNDATION
SYSTEM
4 -GAR GARAGE = 44' -4"
h —r.AR r >ARAr -,F = hh' -4"
WALL SECTION
SCALE: 318" = 1' -0"
4- OR y& -GAR GARAGE PLAN
5GALE: 1/4" = 1'-0"
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II' -O" (OMIT BAY AT II' -O" (OMIT BAY AT
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II' -O" II' -O" 4 -GAR GARAGE) 4 -GAR (5ARAGE) II' -2"
------
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— - - - -
- - - - - - - - - - - - - -
LINE OF FOOTING BELOW
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1' -2"
a' -O" 2' -O" a' -O"
2' -O" a' -O"
2' -O" a'-O"
2' -O"
a' -O"
2' -O" a' -O"
I' -2"
4- OR y& -GAR GARAGE PLAN
5GALE: 1/4" = 1'-0"
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