|
s1
<br />s1
<br />sF.1sF.1
<br />R 6' - 5"
<br />20
<br />"
<br />20"
<br />20
<br />"
<br />
<br />T
<br />y
<br />p
<br />.
<br />to grid sF.1
<br />1'
<br />
<br />-
<br />
<br />0
<br />"
<br />Planter
<br />Area
<br />Planter
<br />Area
<br />Planter
<br />Area
<br />Plaque over stone clad
<br />pedestal, see
<br />Colored concrete paving
<br />Cobblestone pavers in
<br />radius pattern, typ.
<br />Stone clad
<br />pedestal, see
<br />CMU wall with plaster
<br />finish
<br />R 12' - 9"
<br />to grid s1
<br />2' - 4"
<br />EQ
<br />EQ
<br />EQ EQ
<br />Planter
<br />Area
<br />Recessed light fixture:
<br />BEGA In-grade
<br />luminaire 77 066, or
<br />approved equal
<br />2
<br />SH-A101
<br />3
<br />SH-A101
<br />3
<br />SH-A101
<br />Planter Area57"
<br />Existing fence to remain
<br />Existing site concrete
<br />Existing turf to be repaired as
<br />required, typ.
<br />Existing fence to remain,
<br />repair or protect in place as
<br />needed for installation of new
<br />work
<br />4"
<br />Concrete control joint, typ.
<br />4
<br />SH-A101
<br />4
<br />SH-A101
<br />Line of footing below, typ.
<br />10
<br />SH-A101
<br />Typ.
<br />18"
<br />R 8' - 0"
<br />11
<br />SH-A101
<br />6"
<br />Ex
<br />i
<br />s
<br />t
<br />i
<br />n
<br />g
<br />
<br />2
<br />6
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />CMU Control joint
<br />with plaster control
<br />joint at finish
<br />CMU Control joint
<br />with plaster control
<br />joint at finish;
<br />approximate
<br />location shown,
<br />coordinate with
<br />CMU module
<br />CMU Control joint
<br />with plaster control
<br />joint at finish;
<br />approximate
<br />location shown,
<br />coordinate with
<br />CMU module
<br />13
<br />SH-A101
<br />8
<br />SH-A101
<br />Typ.Typ.
<br />Stone clad pedestal
<br />Plaque and stone clad
<br />pedestal
<br />CM
<br />U
<br />
<br />W
<br />a
<br />l
<br />l
<br />
<br />w
<br />/
<br />
<br />P
<br />l
<br />a
<br />s
<br />t
<br />e
<br />r
<br />8'
<br />
<br />-
<br />
<br />8
<br />"
<br />Curved CMU wall with plaster
<br />finish
<br />Existing fence to remain
<br />Plaster control joint, typ.8
<br />SH-A101
<br />8'
<br />
<br />-
<br />
<br />8
<br />"
<br />4
<br />SH-A101
<br />SH-A101
<br />12
<br />SH-A101
<br />9
<br />Typ.
<br />Typ.
<br />SH-A101
<br />5 SH-A101
<br />6
<br />Typ.Typ.
<br />8
<br />SH-A101
<br />13
<br />SH-A101
<br />3
<br />SH-A101
<br />Conduit for landscape lighting,
<br />intercept and extend existing
<br />circuit as required
<br />SH-A101
<br />12
<br />SH-A101
<br />9
<br />Plaque and stone clad
<br />pedestal, see
<br />Stone clad pedestal,
<br />see 11
<br />SH-A101
<br />10
<br />SH-A101
<br />(4
<br />"
<br />
<br />M
<br />i
<br />n
<br />.
<br />)
<br />4"
<br />
<br />T
<br />y
<br />p
<br />.
<br />3" Clear
<br />1/2" radius at all outside edges
<br />Concrete paving
<br />Finish grade below edge of paving:
<br />1" below in turf areas to
<br />have sod
<br />1/2" below in areas to be
<br />hydroseeded
<br />2" below in shrub beds
<br />12" compacted subgrade to 95%
<br />6 x 6 wire mesh set in middle of
<br />slab
<br />Note:
<br />For construction joints and
<br />expansion joints, see 7
<br />SH-A101
<br />Polyurethane sealant
<br />1/4" felt expansion joint
<br />Concrete paving
<br />12" compacted subgrade to 95%
<br />Control joint, saw cut at 1/2"
<br />depth typ.
<br />#4 x 12" smooth steel bar (greased
<br />or oiled) at 36" O.C. max., one side
<br />within sleeve for movement at
<br />expansion joints
<br />Notes:
<br />1. See plan for location of
<br />expansion and control joints
<br />2. Provide construction joints
<br />minimum 10' O.C. and expansion
<br />joints 30' O.C.
<br />3. At a minimum provide expansion
<br />joints for every 400 SF of
<br />contiguous concrete paving
<br />4. Sand dress all expansion joints -
<br />color to match adjacent concrete
<br />Pavers, pattern per plan, installer
<br />per manufacturer's
<br />recommendations
<br />Joint and void filler: 1/4"-3/8"
<br />washed fractured open-graded
<br />stone per ASTM No. 8
<br />requirements
<br />Bedding course per manufacturer's
<br />recommendation
<br />Concrete paving with thickened
<br />edge to depth of bedding course
<br />4" Min.
<br />12" compacted subgrade to 95%
<br />Plaster over lath
<br />Plaster control joint, 26 ga. metal
<br />(Clark Dietrich XXJ15-3/4 or
<br />equal); paint to match plaster
<br />CMU wall
<br />Notes:
<br />1. Carry control joint over plaster
<br />cap at top of wall
<br />2. Install plaster control joint at
<br />CMU control joints unless noted
<br />otherwise
<br />Install 2% sloped mortar cap at top
<br />wythe
<br />Wrap lathe and plaster over mortar
<br />cap with slope
<br />8" concrete masonry unit, typ.
<br />Plaster over lathe finish, both sides
<br />#5 at 16" O.C. vertical
<br />#5 at 32" O.C. horizontal
<br />(2) #4 in bond beam at top course
<br />8" concrete masonry unit, typ.
<br />Plaster over lathe finish, both sides
<br />at Softscape
<br />4"
<br />
<br />T
<br />y
<br />p
<br />.
<br />Paint exposed base of wall to
<br />match plaster
<br />Weep screed
<br />(6" Min.)
<br />16
<br />"
<br />(3) #4 Top and Bottom Continuous
<br />#4 Top and Bottom at 16" O.C.
<br />#5 x at 16" O.C.
<br />(alternate hooks)
<br />40
<br />"
<br />Clr.
<br />3"
<br />18
<br />"
<br />39" .
<br />Clr.
<br />2"
<br />(2) #4 in bond beam at bottom
<br />course
<br />#5 at 16" O.C. vertical
<br />48" Footing Below
<br />42
<br />"
<br />
<br />F
<br />o
<br />o
<br />t
<br />i
<br />n
<br />g
<br />
<br />B
<br />e
<br />l
<br />o
<br />w
<br />36"
<br />30
<br />"
<br />24
<br />"
<br />30"
<br />Bronze plaque, mounted with
<br />tamper proof screws to
<br />pedestal below over stone
<br />finish
<br />Stone finished pedestal
<br />Concrete footing below
<br />18
<br />"
<br />16
<br />"
<br />24
<br />"
<br />36
<br />"
<br />.
<br />3"
<br />3"
<br />Stone finished pedestal
<br />Concrete pedestal
<br />Line of finish grade
<br />Concrete footing
<br />Bronze plaque, mounted with
<br />tamper proof screws to
<br />pedestal below over stone
<br />finish
<br />A
<br />B
<br />Elevation AElevation B
<br />C
<br />C
<br />18
<br />"
<br />Section C-C
<br />4" concrete cap
<br />CMU pedestal
<br />Concrete footing
<br />#4 T&B, typ.
<br />#4 T&B at
<br />16" O.C.
<br />#4 at 16" O.C.
<br />#4 at 16" O.C.
<br />#4, Typ.
<br />#4 at 16" O.C.
<br />6"
<br />24"
<br />48
<br />"
<br />30
<br />"
<br />18
<br />"
<br />84"
<br />12"60"12"
<br />21"42"21"
<br />A
<br />28
<br />"
<br />8"
<br />1/
<br />2
<br />"
<br />5
<br />1
<br />/
<br />2
<br />"
<br />B
<br />Elevation A Elevation B
<br />Section C-C
<br />C
<br />C
<br />Concrete footing
<br />CMU pedestal
<br />Stone over mortar bed, typ.
<br />Round block out for light
<br />fixture installation, coordinate
<br />with selected fixture
<br />Conduit for light fixture,
<br />intercept and extend
<br />existing circuit as required
<br />4 3/4"
<br />7"
<br />4"
<br />Stone finished
<br />pedestal
<br />Stone finished base
<br />platform
<br />Recessed light
<br />fixture2"
<br />3"
<br />#4 T&B, Typ.
<br />#4 at 16" O.C.
<br />3"
<br />#4 at 16" O.C.
<br />#4 at 16"
<br />#4 at 32"
<br />#4 at 16" O.C.#4
<br />#4
<br />6"
<br />8"
<br />24"
<br />6"
<br />18"30"12"60"12"
<br />48"84"
<br />6"
<br />Control Joint
<br />Vertical control joint, omit mortar,
<br />caulk color to match mortar
<br />Vertical reinforcing, see
<br />Provide 16" smooth dowel (same
<br />size as horizontal reinforcing bar)
<br />across joint. Prevent bond between
<br />dowel and grout with grease or
<br />plastic sleeve. Cap all dowels to
<br />allow 1" of movement
<br />Provide closed end blocks at control
<br />joints, typ.
<br />9
<br />SH-A101
<br />Note:
<br />Place control joints at locations
<br />indicated on plan. Provide
<br />plaster control joints in finish at
<br />same location. CMU control
<br />joints should occur a maximum
<br />of every 18'.
<br />CRADES
<br />No. C22741
<br />IV
<br />S
<br />EATT
<br />L A
<br />NECI
<br />A
<br />OR
<br />CFO FILA
<br />IN
<br />I IHDEFP
<br />TCET
<br />REN 7.31.19
<br />E
<br />D FER
<br />d
<br />2800 Third Avenue
<br />San Diego, California 92103
<br />s
<br />Team
<br />a
<br />Project No.
<br />Drawing No.
<br />o m u s tu d i o r c h i t e c tu r e
<br />Pr
<br />o
<br />p
<br />r
<br />i
<br />e
<br />t
<br />a
<br />r
<br />y
<br />
<br />d
<br />e
<br />s
<br />i
<br />g
<br />n
<br />:
<br />
<br />T
<br />h
<br />e
<br />s
<br />e
<br />
<br />d
<br />r
<br />a
<br />w
<br />i
<br />n
<br />g
<br />s
<br />
<br />a
<br />n
<br />d
<br />
<br />d
<br />e
<br />s
<br />i
<br />g
<br />n
<br />
<br />a
<br />r
<br />e
<br />
<br />p
<br />r
<br />o
<br />t
<br />e
<br />c
<br />t
<br />e
<br />d
<br />
<br />b
<br />y
<br />
<br />c
<br />o
<br />m
<br />m
<br />o
<br />n
<br />
<br />l
<br />a
<br />w
<br />
<br />c
<br />o
<br />p
<br />y
<br />r
<br />i
<br />g
<br />h
<br />t
<br />.
<br />
<br />
<br />A
<br />l
<br />l
<br />
<br />p
<br />a
<br />t
<br />e
<br />n
<br />t
<br />a
<br />b
<br />l
<br />e
<br />
<br />m
<br />a
<br />t
<br />e
<br />r
<br />i
<br />a
<br />l
<br />
<br />c
<br />o
<br />n
<br />t
<br />a
<br />i
<br />n
<br />e
<br />d
<br />
<br />h
<br />e
<br />r
<br />e
<br />i
<br />n
<br />
<br />a
<br />n
<br />d
<br />
<br />o
<br />r
<br />i
<br />g
<br />i
<br />n
<br />a
<br />t
<br />i
<br />n
<br />g
<br />
<br />w
<br />i
<br />t
<br />h
<br />
<br />d
<br />o
<br />m
<br />u
<br />s
<br />s
<br />t
<br />u
<br />d
<br />i
<br />o
<br />
<br />a
<br />r
<br />c
<br />h
<br />i
<br />t
<br />e
<br />c
<br />t
<br />u
<br />r
<br />e
<br />
<br />s
<br />h
<br />a
<br />l
<br />l
<br />
<br />b
<br />e
<br />
<br />p
<br />r
<br />o
<br />p
<br />e
<br />r
<br />t
<br />y
<br />
<br />o
<br />f
<br />
<br />d
<br />o
<br />m
<br />u
<br />s
<br />s
<br />t
<br />u
<br />d
<br />i
<br />o
<br />
<br />a
<br />r
<br />c
<br />h
<br />i
<br />t
<br />e
<br />c
<br />t
<br />u
<br />r
<br />e
<br />.
<br />©
<br />C
<br />O
<br />P
<br />Y
<br />R
<br />I
<br />G
<br />H
<br />T
<br />Permit Set 12 Oct 2021
<br />Ma
<br />i
<br />n
<br />
<br />S
<br />i
<br />t
<br />e
<br />:
<br />20
<br />0
<br />0
<br />
<br />W
<br />.
<br />
<br />A
<br />l
<br />t
<br />o
<br />n
<br />
<br />A
<br />v
<br />e
<br />,
<br />
<br />S
<br />a
<br />n
<br />t
<br />a
<br />
<br />A
<br />n
<br />a
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />4
<br />Revision #
<br />c:
<br />\
<br />t
<br />e
<br />m
<br />p
<br />\
<br />C
<br />O
<br />S
<br />C
<br />P
<br />-
<br />A
<br />r
<br />c
<br />h
<br />(
<br />2
<br />0
<br />1
<br />8
<br />)
<br />_
<br />n
<br />i
<br />c
<br />h
<br />o
<br />l
<br />a
<br />s
<br />.
<br />w
<br />i
<br />l
<br />s
<br />o
<br />n
<br />9
<br />D
<br />X
<br />5
<br />U
<br />.
<br />r
<br />v
<br />t
<br />Ch
<br />r
<br />i
<br />s
<br />t
<br />
<br />O
<br />u
<br />r
<br />
<br />S
<br />a
<br />v
<br />i
<br />o
<br />r
<br />
<br />C
<br />a
<br />t
<br />h
<br />o
<br />l
<br />i
<br />c
<br />
<br />P
<br />a
<br />r
<br />i
<br />s
<br />h
<br />Sh
<br />r
<br />i
<br />n
<br />e
<br />
<br />P
<br />l
<br />a
<br />n
<br />
<br />a
<br />n
<br />d
<br />
<br />D
<br />e
<br />t
<br />a
<br />i
<br />l
<br />s
<br />SH-A101
<br />1612
<br />08
<br />/
<br />3
<br />1
<br />/
<br />2
<br />1
<br />1/4" = 1'-0"1 Enlarged Shrine Plan
<br />1/4" = 1'-0"2 Shrine Elevation - West
<br />1/4" = 1'-0"3 Shrine Section N-S
<br />1/4" = 1'-0"4 Shrine Section E-W
<br />1 1/2" = 1'-0"5 Typical Concrete Paving
<br />1 1/2" = 1'-0"7 Expansion/Control Joint
<br />1 1/2" = 1'-0"6 Paver to Concrete
<br />6" = 1'-0"8 Plaster Control Joint
<br />1 1/2" = 1'-0"9 Top of Wall
<br />1 1/2" = 1'-0"12 Base of Wall
<br />1/2" = 1'-0"10 Plaque and Stone Clad Pedestal
<br />1/2" = 1'-0"11 Stone Clad Pedestal
<br />1 1/2" = 1'-0"13 CMU Control Joint
<br />1612-A
<br />01/25/2024
<br />Tie into Existing Site
<br />Lighting Circuit
<br />REN. 07.31.2025
<br />01 -
<br />#02 04/18/2024
<br />8'
<br />
<br />-
<br />
<br />8
<br />"
<br />8'
<br />
<br />-
<br />
<br />8
<br />"
<br />(4) #4
<br />#5
<br />Notes:
<br />Masonry Strength f'm = 2,000 psi
<br />Concrete Strength f'c = 3,000 psi
<br />Reinforcing Bars = Grade 60
<br />#03 06/24/2024
<br />Concrete:
<br />MINIMUM MATERIAL SPECIFICATIONS:
<br />f'c = 3,000 psi, minimum
<br />Masonry:f'c = 1,800 psi, minimum
<br />Grout:f'c = 2,000 psi, minimum
<br />Reinforcing Steel:60,000 psi, minimum
<br />Soil Bearing Capacity:1,500 psf
<br />Soil Compaction:90%, minimum
<br />Stone Veneer:
<br />Adhered Veneer
<br />< 6.0 #/s.f.
<br />< 48" max. dimension
<br />< 9 s.f. per unit
<br />< 1" thick
<br />Minimum Material Specifications14no scale
<br />Adhered Veneer (CBC sec 1404.10.2)
<br />Stone< 6.0 #/s.f.
<br />< 48" max. dimension
<br />< 9 s.f. per unit
<br />< 1" thick
<br />Adhered Veneer (CBC sec 1404.10.2)
<br />Stone< 6.0 #/s.f.
<br />< 48" max. dimension
<br />< 9 s.f. per unit
<br />Adhered Veneer (CBC sec 1404.10.2)
<br />Stone< 6.0 #/s.f.
<br />< 48" max. dimension
<br />< 9 s.f. per unit
<br />Adhered Veneer (CBC sec 1404.10.2)
<br />Stone< 6.0 #/s.f.
<br />< 48" max. dimension
<br />< 9 s.f. per unit
<br />< 1" thick
<br />Fin. Grade
<br />6"
<br />
<br />m
<br />i
<br />n
<br />.
<br />18
<br />"
<br />18
<br />"
<br />6"
<br />
<br />m
<br />i
<br />n
<br />.
<br />6"
<br />
<br />m
<br />i
<br />n
<br />.
<br />6"
<br />
<br />m
<br />i
<br />n
<br />.
<br />Fin.
<br />Grade
<br />6"
<br />
<br />m
<br />i
<br />n
<br />.
<br />Fin. Grade
<br />#4 14" @16"o.c.
<br />12"
<br />Each Way
<br />#4 14" @16"o.c.
<br />12"
<br />#4 14" @16"o.c.
<br />6"
<br />digital signature
<br />signed 06.24.2024
<br />2000 W Alton Ave -
<br />1011190907/9/2024
|