HomeMy WebLinkAboutR-435486LO
M
0
qqt
W
0
04
ry
0
QILL
m
Q�
ry
C�
N
ILL
ry
c
0
a�
ry
04
U
0
0
Y
0
Q
T.O. SCREEN
I
5X5X1/4" PRE -PRIMED, PTD STL CAP - GRID
w
[If
WELDS SMOOTH
o
o
L"
PRE -PRIMED, PTD TUBE STEEL POST -
z
L"
MATCH NEARBY TRASH ENCLOSURE
w
z
w
=
I
TUBE SIZE PER STRUCT
o
w
Q
�
LU
--wo
3X3X1/4" PRE -PRIMED, PTD STEEL ANGLE,
LL
TYP.
�
II
_CD
PRE -FIN, VERTICAL MTL SIDING - FIELD
PRIME AND PAINT INTERIOR FACE TO
PAVEMENT
MATCH PRE -FINISHED FACE
I I
- III I� III III III III 111=
— Irl=III—III—III—III—III—I
°— ' I I
—III —III —III —III —III=
111111111111111111111111111111111111111,1111..IIII"III
III III III
TRASH
ENCLOSURE - SCREEN SECTION
Scale: 3/4" = V-O"
T.O. SCREEN
c�
W CAP TOP OF POST - GRIND WELDS
SMOOTH
z
1" CHAMFERED EDGE, TYP _ o
CID
GRADE - REFER
TO CIVIL BOARD FORM CONCRETE
RETAINING WALL PER STRUCT
20
IIII11i 1�1 A1.1 w
IIIIIIIIII111 a CV
IIIIIIIIII111�'4
U' T.O. PAVEMENT
PAVING PER CIVIL
NOTE: 5X5X5116" PRE -PRIMED, PTD STEEL ANGLE
• REFER TO DETAIL17 /A1.7
FOR BALANCE OF NOTES &
DIMS
TRASH ENCLOSURE - SCREEN SECTION
Scale: 3/4" = 1'-0"
NOTE:
• REFER TO DETAIL17 /A1.7 FOR BALANCE OF
NOTES & DIMS
• CAP POST PER AT TOP OF SCREEN WHERE
POST DOES NOT CONTINUE TO UNDERSIDE
OF ROOFING
T.O. SCREEN
w LU
�LU
co�
0 U
0
PRE -PRIMED, PTD EMBED
w w PLATE PER STRUCT
0 CD
1/2" CHAMFERED EDGE, TYP
� m
"' z BOARD FORM CONCRETE
LU
U CURB WALL PER STRUCT.
COMPRESSIBLE JOINT FILLER
CONC. PAVEMENT PER CIVIL
PAVEMENT
GRADE - REFER
—_— ° — — — — — -
— — —I 1—I I I —III —III —III —I
= _ _ _ TO CIVIL
— — — III—III--I—I—I I—
=1
IIIII°..4", d° °b °� d IIIIIIIIIII
4 .
IIIII ° a 4.,° �ff a a°- °` I�IIIII�III
4 .
4 .
III —I 1I—
=111=I I =1 =1 =1 =1 =1 R R I R I R I =1 11=1
TRASH ENCLOSURE - SCREEN SECTION
Scale: 3/4" = 1'-0"
3/16" FLARE BEVEL 3"
LONG SPACED @ 6" O.C.
PRE -PRIMED, PTD TUBE STEEL
POST - MATCH NEARBY TRASH
3/16" FILLET WELD
ENCLOSURE TUBE SIZE PER
TOP & BOT.
STRUCT
-----
5X5X5116" PRE -PRIMED, PTD
STEEL ANGLE, TYP
C-1
L�
(2) 1/2" DIA ANCHOR BOLTS @
6 O.C. EA. SIDE
BOARD FORM CONCRETE
RETAINING WALL
SCREEN WALL PLAN a@ RETAINING WALL
Scale: 1 1/2" = V-O"
PRE -FIN MTL ROOFING
TAPE MASTIC PER MANUF
NEOPRENE CLOSURE
MTL DECK - FIELD PRIME AND PAINT
UNDERSIDE
PRE -PRIMED, PTD STL PLATE PER STRUCT
PRE -FIN. MTL TRIM WI HEMMED EDGES
--------------
PRE-PRIMED, PTD TUBE STEEL PER
----- STRUCT, TYP
0
FASTENER PER MANUF, TYP
I
PRE -PRIMED, PTD STL ANGLE PER
STRUCT
I
PRE -PRIMED, PTD STEEL BENT PLATE
PER STRUCT.
PRE -PRIMED, PTD TUBE STEEL POST
PER STRUCT.
TRASH ENCLOSURE HIGH EAVE
Scale: 1 1/2" = 1'-0"
NOTE:
• REFER TO DETAIL13 /A1.7 FOR
BALANCE OF NOTES & DIMS
� T.0_POST _ -
12'-0" @ FIRE STATION ENCLOSU
8'-0" @ MAINT. BLDG ENCLOSURE
TRASH ENCLOSURE LOW EAVE
Scale: 1 1/2" = V-O"
NOTE:
• REFER TO DETAIL13 /A1.7 &17 /A1.7
FOR BALANCE OF NOTES & DIMS
0
Co
V
TRASH ENCLOSURE RAKE
Scale: 1 1/2" = 1'-0"
cc
3/16 FILLET
1/2" DIA BOLTS @ 24" TO 36"
O.C. - ORIENT HEAD TO
INTERIOR, TYP
2X2X118" POWDER COATED
STEEL ANGLE, TYP
16 GA POWDER COATED
STEEL 2"X2" TRIMMED
MESH W118 GA POWDER
COATED STEEL U
EDGING - FACTORY WELD
TO STEEL ANGLE, TYP
1/2" x 6" PRE -PRIMED, PTD
BENT STEEL PLATE
1/2" ANCHOR BOLT, TYP
(EMBED 5" MIN.)
3/16" FILLET WELD EA. SIDE,
TYP. - GRIND WELDS SMOOTH
TRELLIS @ INSIDE CORNER
Scale: 1 1/2" = V-O"
1" PRE -PRIMED, PTD
TEEL POST
J. MTL WALL CLOSURE
NSTENER WI
G WASHER PER
r
1" PRE -PRIMED,
EEL ANGLE, TYP.
J, VERTICAL MTL
FIELD PRIME AND
NTERIOR FACE TO
PRE -FINISHED FACE
TRASH ENCLOSURE - SCREEN CORNER
Scale: 3" = V-O"
3/16 FILLET W1
5X5X114" PRE -PRIMED, PTD TUBE
STEEL POST
PRE -FIN. MTL WALL CLOSURE TRIM
TRIM FASTENER WI SEALING WASHER
PER MANUF.
Z-MTL, TYP
3X3X114" PRE -PRIMED, PTD STEEL ANGLE, TYP.
PRE -FIN, VERTICAL MTL SIDING - FIELD PRIME
AND PAINT INTERIOR FACE TO MATCH PRE -
FINISHED FACE
TRASH ENCLOSURE - SCREEN END WALL
Scale: 3"
1 1/2" SQ. PRE -PRIMED, PTD
RAIL WELDED TO POSTS
1 1/2" SQ. PRE -PRIMED,
U)
PTD PIPE POSTS FOR
z
RAIL SUPPORT, TYP.
F
�,
1" CHAMFER, TYP.
z
o
BOARD FORM CONC.
`n
RETAINING WALL
COMPRESSIBLE JOINT
FILLER
COVERPLATE - PTD TO MATCH
HANDRAIL
NON SHRINK GROUT
CID
CONC. PAVING - PER CIVIL
OO
4
° g
d.
HAND
RAIL SECTION
Scale: 1 1/2" = V-0"
-PRE-PRIMED, PTD 4"X3"X112"
3/16" FILLET WELD 4"
STEEL PLATE, TYP
EA. SIDE, TYP. -
2X2X118" POWDER COATED
GRIND WELDS
STEEL ANGLE, TYP
SMOOTH
16 GA POWDER COATED
STEEL 2"X2" TRIMMED
MESH W118 GA POWDER
COATED STEEL U-
EDGING - FACTORY WELD
TO STEEL ANGLE
`"
112" DIA BOLTS @ 24" TO 36"
I
I
O.C. - ORIENT HEAD TO
INTERIOR, TYP
14:
°
PRE -PRIMED, PTD 12"X6"X112"
d
-
STEEL PLATE, TYP
4
''4
1/2" ANCHOR BOLT (EMBED
°
4
5" MIN.), TYP
211
QII
2"
TRELLIS PLAN DETAIL
Scale: 3" = 1'-0"
i
V
co
3/16" FILLET WELD ONE SIDE - NOTE:
GRIND WELDS SMOOTH REFER TO 12 /A1.7 FOR BALANCE
\ OF NOTES AND DIMS FOR
HANDRAIL
2X2X1/8" POWDER COATED
STEEL ANGLE, TYP
18 GA POWDER COATED
STEEL U-EDGING, TYP r-
16 GA POWDER COATED STEEL
I �I
2"X2" TRIMMED MESH
m
0 HANDRAIL & POST WHERE
OCCURS
U
LU
w
a
0
1"CHAMFER, TYP.
I I
z I I
BOARD FORM CONC.
RETAINING WALL
I I
I I
W T.O. SLAB 4 a
U --J
J
J
LU
o
H
=
PRE -PRIMED, PTD
w
N
12"X6"X1/2" STEEL PLATE,
1_°'
—III—III—III—I
TYP
"° b
CONC. PAVING PER CIVIL
W-
z
`?
1/2" ANCHOR BOLT
o
(EMB120
ED 5" MIN.)
a " -° ._III
= J "'_
III COMPRESSIBLE JOINT
III III FILLERII III III:
5
-
: a °.°
III III
III III IIImoo
P I I I
PRE -PRIMED, PTD 4"X3"X1/2"
° 4 .
III III III III III
STEEL PLATE, TYP
_ — _
a
III —III —III —III —III —I 1=
III
w
- "
° "-
—III —III —III —III —I
III —III —III —III—
>
P
III —III —III —III —I 1I—
I —III —III —III —III —I
III —III —III —III —III=
—III—III—III—III—III—III—III
III
° - ° " °, a
-
I —III —III —III —III —I
III —III —III —III —III=
LU
—III —III —III —III —III
III —III —III —III —III —III —I I
I d_ a-, a:
III—III—III—III—III—�
—� I —III —III —III —III —III
d
III —III
—III —I I I —I I I-
-III —III —III
d '
°
4
4°
1111111111111114
°
d,
TRELLIS SECTION
Scale: 1 1/2" = 1'-0"
T— �
T.O. SCRE N NOTE:
REFER TO 3 /A1.7 FOR __ BALANCE OF NOTES &DIMS
U)
o z
'co q
H `n
z
�AVEMENT
M
#3 CIRCULAR TIES @ 6" O.C.
°
(6) #4 VERTICALS
'4
�fl +4�a III
' " p TYPICAL CONC. FOOTING @ POST
CID�`' = °1`4 - 4- PROVIDE 18" DIA. FOOTING, 3'-6" DEEP,
POST TO BE EMBEDDED 3-0 MIN.
_T" I I I I I I I
= IF
II II
T - 6"I IC_rI -1 1
PRIVACY FENCE SECTION AT GRADE
Scale: 3/4" = V-0"
3/16" FLARE BEVEL WELD, 3" LONG SPACED AT
EVERY 12" O.C., EA. SIDE OF POST
GRIND WELDS SMOOTH, TYP
112" DIA BOLTS @ 24" TO 36" O.C. - ORIENT
HEAD TO SCREEN SIDE, TYP
2X2X118" PRE -PRIMED, PTD STEEL ANGLE,
TYP
14 GA PRE -FINISHED PERFORATED
MTL PANEL (3/16" RD/ 1/4" STG - 51%
OPEN AREA)
CONT. 2"X118" PLATE BELOW
PRE -PRIMED, PTD 2X2X114" TUBE STEEL
POST, TYP
2X2X118" PRE -PRIMED, PTD STEEL ANGLE,
TYP
(2) 1/2" DIA ANCHOR BOLTS @
6" O.C. EA. SIDE
PRIVACY FENCE PLAN DETAIL
Scale: 3" = V-O"
NOTE:
REFER TO 12 /A1.7 FOR BALANCE
OF NOTES AND DIMS FOR
HANDRAIL
z
0
z 1
Al
0
ZD
CID
2X2X118" PRE -PRIMED, PTD
STEEL ANGLE, TYP
14 GA PRE -FINISHED
PERFORATED MTL PANEL
(3116" RD/ 1/4" STG - 51%
OPEN AREA)
c
c
`c
CONT. PRE -PRIMED, PTD
c
2"X1/8" STEEL PLATE, TYP
c
HANDRAIL
c
H
z L
I
coE
� s
U
O
LU C.
w
>G L
� o
1" CHAMFER, TYP.
_�
W L
H
L
BOARD FORM CONC.
o
F
RETAINING WALL
r,
U
L
L
7
S
GRADE
4
=1=1=1
I —III —III —I —I
a' b
_ I —III —III —III —III —I I , ° "- - • ° - ° d° I°I I —I
III —III —III —III —III—I 1=
— ——I II—I —II—I—I - - " °, ° °° III —III —I
CONC. PAVING, PER
CIVIL
COMPRESSIBLE JOINT
- . FILLER
d "
PRIVACY FENCE SECTION
Scale: 1 1/2" = 1'-0"
nlnTr.
PRIVACY FENCE SECTION @ PATIO
Scale: 1 1/2" = V-O"
c
c
T A
ARCHITECTURE + PLANNING + DESIGN
6211 ROOSEVELT WAY
NORTHEAST
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
6?.36 REGISTERED
ARCHITECT
BRIAN J. HARRIS
SIIfA7E OF WA3HAl�7�Ipl
N
co
CO
O
O
N
U
00
0
C)
0
O
I
It
N
PERMIT
RESUBMITTAL
No. Description Date:
1 City Review Comments 7/3/25
Project Title:
Sheet Title:
Z
0
Q~
J
Co
O
W
Q
O
Q
Z
Q
Z
U
J
Q
z
O
z
O
f—
z
w
W
L
z
O
W
1_
a
w
U
SITE DETAILS
Scale: As indicated
Project No.: 21-12
Date : 8/21/25
Sheet Number:
Alm?
R-435486