Skybreak Gate & Shack - 2.0 - Guard Shack Plans V1RIDGE
APPROVED
DAM 09rzs
fUNUMBEF:
FYPON OUTLOOKER
(#BKT18X18X3X1S)
(TYP.)
-T.O. PLATE SHACK — _
�9'-1 1/8"
2X6 WITH 1X6 PRIMED
TRIM BACKER
ILLUMINATED SUBDIVISION
SIGN (TO BE DETERMINED) -
BY OTHERS
CONCRETE CAP
BRICK CAP
J ; 1 TOP OF FOUNDATION _
-
GRADE
w
(7
w
30 YR. ASPHALT
SHINGLES
(COLOR: BLACK)
1X8 FASCIA WITH
1X4SHADOWBOARD-
2X6 SUB -FASCIA
(TYP.)
STONE VENEER- ROUGH CUT
"ELDORADO MOONLIGHT'
(TYP.)
z
0
FRONT - GUARD SHACK
U1 /411 = 1'-011
ATTACH DECORATIVE
SHUTTERS ON TOP
OF SOFFIT MATERIAL
(1) 2X4 WITH 3-1/2" RIPPED
SOFFIT MATERIAL ATTACHED
DIRECTLY TO SHEATHING
ACCESS DOOR
BEHIND DECORATIVE
SHUTTERS
STONE AT BASE TO FOLLOW
SLOPE OF CURB
LEFT - GUARD SHACK
1 /4" = 1'-011
12'-0"
12'-0"
2'-0" 8'-0" 2'-0"
Z-0" 8'-0" 2'-0"
1
2
CONCRETE SLAB FOR
KEYPAD -TOP OF PAD = d
3" BELOW TOP OF CURB
ELECTRICAL BOX
GATE KEYPAD
2• _ q^
MOUNTING AREA
GATE KEYPAD -
ELECTRICAL CONDUIT X3
-
_
6"X72" STEEL BOLLARD WITH
r
PLASTIC CAP & FILLED WITH
1
F_
-
L
CONCRETE - TOP OF BOLLARD =
42" ABOVE CURB
L _J
3
. -
o
TOP OF FOUNDATION WALL
1-6.'
6"811 I
11'-6"
TALLEST POINT OF CURB
1
STEM WALL
ADJACENT TO STRUCTURE
I (TYP.)
(TYP. AT SHACK ONLY)
ACCESS DOOR
6"
•
z
TYR
I 4" COMPACTED I
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p LL
F LL
LL
•o Q
b
b
-
GUARD
c
y
GRAVEL BASE
c
w�
1
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z"
IY
SHACK
2.0
TYP.
O
U-
14"X8" FOOTING
TYP_
I1'•2'
(TYPO I
ANCHOR BOLTS 6" IN FROM
6'-51/8" TALL
2X4 FRAMED WALLS
Typ_
I
CORNERS & 36" ON CENTER o
1
2X4 WALL AT
WITH DF# 2 STUDS AT
16"X10" FOOTING
(WHERE SHOWN)
1
24" ON CENTER
24" ON CENTER
54" TALL STEM WALL WITH
io
m
I
2X4 FRAMED WALL ON
4
<
_'I
TOP - SEE DETAIL 12/2.0
I
1
2'-6"
T-0"
2'-6"
FOR REINFORCING
_
e
0
o
z'-6"
T-0"
2'-6"
`•'
22" TALL STEM WALL
RAIMWITH
32" HIGH CMU
I
'� RAISED
TYP. OF (2)
F J n PLAWALL
ON TOP
PLANTER
CMU WALL LINE
El
32"X32"X8" FOOTING
22" TALL CONCRETE
WITH(3)#4 EACH WAY
1'-0" 2'-0" 6'
PIERS WITH 40"HIGH
1'-2" 2'-0"
5'
CMU COLUMN ON TOP
12
�n
6" CURB (TYP.)
0
w
4" 0 SLEEVE AT NOTE:
- WATERPROOF INSIDE OF
TOP OF FOOTING ALL PLANTER WALLS.
-ALL WOOD IN CONTACT
WITH CONCRETE TO BE
PRESSURE -TREATED OR
EQUIVALENT PER CODE. -
FOUNDATION PLAN
U1/411 = 1'-0"
BUILDING ANALYSIS:
TYPE OF CONSTRUCTION: IV -A
OCCUPANCY TYPE: U
DESIGN CRITERIA: 2018-IBC
FLOOR & LATERAL PLAN
1 /411 = 1'-0"
SHEARWALL SCHEDULE
MARK
SHEATHING
FASTENERS
EDGE
FIELD
BLK'G
ANCHOR BOLTS
NAILING
NAILING
APA
PANEL
1/2" DIA. X 10" ANCHOR BOLTS AT
D7/16"
RATED OSB
16 GA. STAPLES
6" O.C.
12" O.C.
EDGES.
36" O.C. - SEE FIND. PLAN FOR LOC'S
SHEARWALL TAG NOTATIONS
1. SHEATH ENTIRE WALL ABOVE AND BELOW WINDOWS/DOORAS PER SHEARWALL DESIGNATION.
2- SHEARWALL SHEATHING IS CONTINUOUS BEHIND ADJACENT WALL FRAMING.
2X4 STUDS AT 16"
APPROVED MOISTURE BARRIER
ON CENTER
OVER 7/16" OSB SHEATHING
4" COMPACTED
2X PRESSURE TREATED PLATE
GRAVEL BASE
WITH 112" 0 X 10" ANCHOR BOLTS -
SEE PLAN FOR LOCATIONS
CONCRETE CURB
2'-10"-CAP
(3) #4 REBAR
SLOPE AT
1/2" CHAMFER
EACH WAY
ALL SIDES
STRIP DRIP EDGE -
(2) #4 HORIZONTAL REBAR IN
- PLANTER _ 6"
2" FROM EDGE
TOP & BOTTOM OF STEM WALL i
SEE PLAN
N
(TYPO
VERTICAL #4 REBAR AT 48" ON
m
�
CENTER- CENTER IN WALL AND
°D
ALTERNATE HOOKS IN FOOTING
T
STONE VENEER
SEE PLAN (TYP.)
FOOTING WITH (2) #4
HORIZONTAL BARS
EQ. 6" EQ.
TYP
EDGE OF
1' 2"
CMU WALL
'TYPICAL AT ALL "GUARD SHACK" COLUMN CAP LOCATIONS
TYP.
SHACK STEM WALL
SHACK
- CONC.
CAP
DET.
(9�/
if=
3/4" = 1'-0"
U
1
1'-011
-RICAL BOX
TING AREA
T BOARD SIDING
VX4"'ON EDGE'
I TRIME (NO TRIM
TTOM) - COLOR:
AS FASCIA
REAR - GUARD SHACK
U1 /4" = 1'-011
4X8HEADER-
TIGHT TO PLATE
(:�)_ROOF FRAMING PLAN
1 /411 = 1'-0"
u
TYR
CMU WALL WITH
STONE VENEER ON
TOP OF STEM WALL
BRICK CAP
CONCRETE CAP
1X4 PRIMED TRIM
� - BRICK SILL
Z
- - STONE AT BASE TO FOLLOW
SLOPE OF CURB
RIGHT - GUARD SHACK
`t 1 /4" = 1'-011
WATER PROOF'SOFFIT
ELECTRICAL OUTLET
POWER SOURCE
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E
�� E
BRICK SOLDIER
COURSE
NOTE: ALL ELECTRICAL BOXES
TO MOUNT IN 'ELECTRICAL BOX
MOUNTING AREA' - SEE "REAR -
GUARD SHACK" ELEVATION
GATE KEYPAD -
ELECTRICAL CONDUIT X3
(BELOW)
LED CAN LIGHTS
(IN SOFFIT) -
PHOTO CELL
OPERATION (TYP.)
PANEL FOR BACKLIGHTS
TO SIGN
ILLUMINATED SUBDIVISION
SIGN (TO BE DETERMINED) -
BY OTHERS
ELECTRICAL PLAN
1 /411 = 1'-0"
JINUKL I C U.,
;EE DETAIL)
CMU BOND BEAM (TYP.)
TOP OF COLUMN
T.O. PLATE
STONE VENEER
(TYP.)
— — — — LHACK
9'-1 1/8"
PONE VENEER - ROUGH CUT
LDORADO MOONLIGHT
BRICK CAP
YP.)
CONCRETE CAP
1A Q
CMU COLUMN
DLID GROUTED
CMU ON TOP OF
m N aD
YP.)
STEM WALL
#5 VERTICAL BARS AT TYR
i VERTICAL WITH 24"
-
18" O.C. - ALTERNATE
HOOKS IN FOOTING 9
INIMUM LAP -MATCH
z
_
2.0
DOTING DOWELS
(3) #5 HORIZONTAL
w
t°
- - w
m
AT 24" O.C. `1
DNCRETE PIER-
EE PLAN FOR LOC'S
00
u iv g
(2)#4 HORIZONTAL = K
ILw
CONTINUOUS rn TOP OF FOUNDATI ON
TOP OF FOUNDATION
_
0" c
w
a
co
v cL n
T.O. FOOTING
ERTICAL #5 FOOTING
DWELS AT EACH CORNER
°D
YP.)
�. 4„ 1 -2
I HOOP TIES AT TOP
TYP.
BOTTOM
TOP OF FOOTINGSJ
GUARD SHACK WALLS
�
12
1/411= 1'-0"
#4 HORIZONTAL EACH WAY
PLANTER COL. DETAIL
3/4" = 1'-0"
SKYBREAK
SUBDIVISION
GUARD SHACK 80 SF
PROJECTINFO:
LOT:
X
BLOCK:
X
DRAWN BY:
RA
PLOT DATE: 7/28/2022 9:29:53 AM
MSTR DATE:
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FOR STRUCUTURAL
CALCULATIONS ONLY"
SHEET TITLE:
GUARD SHACK -
CONSTR. PLANS
SHEET NUMBER:
2.0