00-103242FREEMAN FONG ARCHITECTURE
MAX HEIGHT
EL. 459A3'
ROoF
EL 45825'
GALV SHEET MTL COPING,
SLOPE TO DRAIN, TYP.
ROOF
EL. 449.15'
UPPER FLOOR
EL. 440.15'
GALV SHEET MTL
SIDING, TYP.
u
0
EXIST GRADE, TYP.
7EL
IN FLO
.430.15'
was an
\-4 - IB" X 8" FOUNDATION
VENTS W/ INSECT SCREENS, TYP.
NORTH ELEVATION
SCALE: 1/4" = V-O"
CHIMNEY
i—
6" WIDE X 6" HIGH X 4" DEEP
GALV SHEET MTL CONDUCTOR
HEAD TO RECEIVE WATER FROM
ROOF SCUPPER, TYP.
2" DIA. GALV MTL DS, TYP.
`
GA
GALV CORRUGATED MTL
SIDING, TYP.
GALV SHEET MTL CORNER
TRIMS, TYP.
--
GALv MTL EDGE TRIMS a ALL DOOR
WINDOW JAMBS 4 HEADS, TYP.
FIN/EXIST GRADE
EAST ELEVATION
SCALE: 1/4" = i'-Olt
MAX HEIGHT
_ EL.459.43' ——_._..— —— — _ — —_— —
__NL EL.45825' . . — .. — — . . — . . — . . _ . . . . _ . . — . . _ . . — .f. . — .. — — . .
�q Z CHIMNEY
0
'n ROOF
GALV SHEET MTL SIDING, TYP,
FIREPLACE FLUE, TYP.
m
21
0 d
Z I UPPER FLOOR
EL. 440.15'
GALV SHEET MTL FLASHING,
SLOPE I/4" /FT
B
0
EXIST DOCK
v
MAIN FLOOR
EL. 430.15'
CONDUCTOR
HEAD
2" DIA. DS
GL GL
EQ.
W
GL II II GL
34' / FOUNDATION VENT, TYP.
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
Vents placed in floor joists shall be
baffled to maintain air flow (WSEC,
See. 502.1.4.7)
GALV CORR
SIDING, TYP.
GALV SHEET
TRIMS, TYP.
REGRADE A
NEW WORK, T
EX15T GRAD
WEST ELEVATION
ROOF
EL. 459.43'
— ROOF . — _
. — .. — .. — .. _ .. — . — — EL. 45825' —
ROOF
EL. 449.15'
11
UPPER FLOOR
EL. 440.15'
HORIZONTAL 4 VERTICAL JOINTS
IN GALV SHEET MTL SIDING W/
SHEET MTL SCREWS a 4" O.G. MAX
ALONG JOINTS, TYP.
GALV SHEET MTL CORNER TRIMS, 0
TYP.
EXIST GRADE, TYP,
MAIN FLOOR
EL, 430.15'
— MAX HEIGHT . _
EL. 459.43'
ROOF
CI A=dtn=.
GENERAL NOTE:
6'-8" TYP. HEAD HEIGHT AT WINDOWS AND DOORS,
UNLESS OTHERWISE NOTED.
AVERAGE HEIGHT CALCULATIONS:
429.82' + 4293' + 42534' + 430,25' - I,ll 1,11 / 4 = 429.43'
429.43' + 30' = 459.43' MAXIMUM HEIGHT
1'
11
?I
1614 ELEVENTH AVENUE WEST
SEATTLE, WASHINGTON 98119-3205
206.282.8245
FAX 206.283.0895
E-AMIL F-MANOUSWEST.NEr
CONSULTANT
CONSULTING ENGINEER
CEDAR CREEK ENGINEERING
14919 - 29TH DRIVE BE
MILL CREEK, WA GM12
1147 1 REGISTERED
STATE OF
10
A
A
A
A
A3
A
A
NO. DATE DESCRIPTION
REVISIONS
-IOUSE AT STEEL LAKE
=21 - 28TH AVENUE SOUTH
:EDERAL WAY, WA 98507
.. O
3UZANNE S. WONG
).0. BOX 28877
'EATTLE, WA 98118-8677
206) 626-1000
ancoll 1111-c
EXTERIOR ELEVATIONS
DRAWN FF DATE I AN 'oo
CHECKED FF PROJECT NO. SWIi
SHEET ITYDEVE�OpMEN'-e,;.,.
�a 0 2003
f
SCALE: 1/4" = 1'-0"
OF I% SHEETS I
n
x
SYMBOLS
I (EXIST)
-- i --
(NEW)
eToRAUB 1o5
01
GRIDLINE TAGS
ROOM NAME 4 IDENTIFICATION NUMBER
ROOM NUMBER
WINDOW NUMBER
SECTION
Afol\ LETTER IDENTIFICATION
A-6 F SHEET NUMBER
DETAIL
3 NUMBER IDENTIFICATION
SHEET NUMBER
INTERIOR ELEVATION
C < LETTER IDENTIFICATION
SHEET NUMBER
ARROW INDICATES ELEVATION ILLUSTRATED
cLouD AREA
OF REVISION
NORTH ARROW
REVISION
REVISION TAG
ABBREVIATIONS
d
AND
HDW
HARDWARE
A
AT
HDWD
HARDWOOD
BY
HC
HOLLOW CORE
CENTERLINE
14GT
HEIGHT
DIAMETER
HM
HOLLOW METAL
PERCENT
HORIZ
HORIZONTAL
HR
HOUR
ADJ
ADJUSTABLE
HWT
HOT WATER TANK
AL, ALUM
ALUMINUM
ANO
ANODIZED
L
LACQUER
APROV'D
APPROVED
LAV,LAVS
LAVATORY, LAVATORIES
BD
BOARD
MFRD
MANUFACTURED
BLDG
BUILDING
MAT'L
MATERIAL
BILK, BLK'G
BLOCK, BLOCKING
MAX
MAXIMUM
BRZ
BRONZE
MEMB
MEMBRANE
MIN
MINIMUM
CASEMT
CASEMENT
MTL
METAL
CLR
CLEAR
CMU
CONCRETE MASONRY UNIT
NO.
NUMBER
COL
COLUMN
NS
NEAR SIDE.
1 COMB
COMBINATION
CONE
CONCRETE
OBS
OBSCURE
CONST
CONSTRUCTION
O.C-
ON CENTER
CONT
CONTINUOUS
O.F.I.C.
OWNER FURNISHED,
CPT
CARPET
CONTRACTOR INSTALLED
CT
CERAMIC TILE
OPNG
OPENING
CTR
CENTER
OFF HD
OPPOSITE HAND
DBL
DOUBLE
PL
PLASTIC LAMINATE
DIM
DIMENSION
PLYWD
PLYWOOD
DIN
DOWN
PT
PAINT, POINT
DS
DOWNSPOUT
P.T.
PRESSURE TREATED
DW
DISHWASHER
DWG
DRAWING
R
RISER
RCP
REFLECTED CEILING PLAN
(E), EXIST
EXISTING
RI
RIGID INSULATION
EA
EACH
RO
ROUGH OPENING
ELEC
ELECTRICAL
REF
REFRIGERATOR
ELEV
ELEVATION
REQD
REQUIRED
EQ
EQUAL
R46
ROD AND SHELF
FAG
FACTORY
S
SOUTH
FIN
FINISH
S GL
SAFETY GLASS
FL
FLOOR
54L
STAIN AND LACQUER
FRZR
FREEZER
SF
SQUARE FEET (FOOT)
FS
FAR SIDE
SHEATH'G
SHEATHING
54R
STILE AND RAIL
GA
GAUGE
SHT
SHEET
GB
GRAB BAR
SIM
SIMILAR
GFI
GROUND FAULT INTERRUPTER
5Q
SQUARE
GL
GLASS
SS
STAINLESS STEEL
GWB
GYPSUM WALLBOARD
STD
STANDARD
STL
STEEL
5TRUCT
STRUCTURAL
SV
SHEET VINYL
MATERIALS INDICATION
BATT INSULATION
BLOCKING, SHIM
CONCRETE
4
CONTINUOUS WOOD FRAMING
CRUSHED ROCK, PEA GRAVEL
r//�///�
EARTH
FINISHED WOOD
GYPSUM WALLBOARD,
LARGE SCALE
GYPSUM WALLBOARD,
SMALL SCALE
LOW -HEIGHT PARTITION
PLYWOOD
RIGID INSULATION
STEEL
WOOD FRAMING IN PLAN
T
TREAD
THK
THICKNESS
TPH
TOILET PAPER HOLDER
TYP
TYPICAL
UON
UNLESS OTHERWISE NOTED
VB
VENETIAN BLIND
VYL
VINYL
W
WEST, WATT
W/
WITH
W-D
STACKED WASHER AND DRYER
WC
WATER CLOSET
WD
WOOD
WP
WATERPROOF
WR
WATER RESISTANT
LINE OF (E) VEGETATION
(HIGH TIDE WATER LINE
N05'24'58"W 1035
N49"4ro 59"E 2.46
STEEL LAKE
N04"19'52 "E 6.00
N01'21'32"W 3.43
EDGE WATER
N2"1'4l'44"W 15.16
(E) 5'-0" WIDE
DOCK
'SITE PLAN
SCALE: 1" = 10'-0"
�_. lz� may,Z
Qj
S
01 Zc�,� z
(E) USE
FF = d .� i 1 v l
lv r
�°
® v m
ASPHALTIC CIONCRETE
DRIVEWAY,
TURN -AROUND 4
1tt m" PARKING FOR ONE C
BULKHEAD w N UTgAMT (E) EXTRUQE
URB
@ FU F'R EPO RTY LINE NS-I'5 '43"W i
It 42e3 NWT.
i
i=
CON
p DECK is i WALjrWAY
MAIN FLOOR
o-6Tt)RY Ho gp
30521 - 28TH AVE S f /
FEDERAL WAY, WA 985ol i G
DN MAIN Ft. EL = 430'-9" 1 4
DECK
1
UPPER FLOOR 1
WIDE CONIC ALKWA
' d30B
_PROPERTY LINE N5743'S3 -�53.4
r
r
10
r
L
MODIFY EXIST.
FENCE TO PROVIDE
NEW ENTRANCE
�I
I-
10'-0" WIDE DRI WAY,
CUT CURB TO MEET
e@ + U I CITY , FEDERAL
n 0 i 1 4— JI STDS., CENTER
DRIVEWAY BETWE N
TOP BEWER , PROPERTY LINES
--"MANHOLE
i (E) ro'-O" HIGH
I.E. 425.00 BOARD FENCE, TYP.
(VERIFY)
THERE ARE TO BE NO DCVIAT IONS
TO THE APPROVED DRAWINGS THE CONTRACTOR SHALL VERIFY
UNLESS OTHERWISE APPROVED BY THE PROPERTY LINES AND
€MLDING DEPT. SETBACKS FOR THE PLACEMENT
OF THE STRUCTURE AUTHORIZED
PROJECT DATA
BY THIS PERMIT.
TAX IDENTIFICATION NO.:
29.2-� 04ZC8�'gO�Z_
LEGAL DESCRIPTION:
THE SOUTH 35 FEET OF THE FOLLOWING DESCRIBED TRACT, TO -WIT:
THE WEST 130 FEET OF THE EAST 160 FEET OF THE NORTH 15 FEET OF THE SOUTH 225 FEET OF THE NORTH HALF OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION % TOWNSHIP 21 NORTH, RANGE 4 EAST, WP1., IN KING
COUNTY, WASHINGTON.
TOGETHER WITH AN UNDIVIDED 1/56TH INTEREST IN THE FOLLOWING DESCRIBED PORTION OF THE NORTH HALF OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 9, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT ON THE WEST BOUNDARY LINE OF SAID TRACT FROM WHICH POINT THE NORTHWEST CORNER
THEREOF BEARS NORTH 0'11'23" EAST A DISTANCE OF 330 FEET.
THENCE SOUTH 89°00'36" _AST, PARALLEL WITH THE NORTH BOUNDARY LINE OF SAID TRACT, 250.02 FEET TO A POINT
ON A LINE 250 FEET EAST Or, MEASURED AT RIGHT ANGLES THERETO, AND PARALLEL WITH THE WEST BOUNDARY LINE
OF SAID TRACT.
THENCE SOUTH 15°54'50" EAST 305.91 FEET TOA POINT ON A LINE 550 FEET EAST OF, MEASURED AT RIGHT ANGLES
THERETO, AND PARALLEL WITH THE SAID WEST BOUNDARY LINE OF SAID TRACT, SAID POINT BEING 400 FEET SOUTH,
MEASURED ALONG SAID PARALLEL LINE, FROM THE NORTH BOUNDARY LINE OF SAID TRACT.
THENCE NORTH 14°14'05" EAST 208.12 FEET TO A POINT ON A LINE 150 FEET EAST OF, MEASURED AT RIGHT ANGLES
THERETO, AND PARALLEL WTH SAID WEST BOUNDARY LINE, SAID POINT BEING 340 FEET SOUTH, MEASURED ALONG
SAID PARALLEL LINE, FROM THE NORTH BOUNDARY LINE OF SAID TRACT± THEN NORTH 62`01'09" EAST 32921 FEET TO
A POINT ON A LINE 1040 FEET EAST OF, MEASURED AT RIGHT ANGLES THERETO, AND PARALLEL WITH SAID WEST
BOUNDARY LINE, SAID POINT BEING 180.51 FEET SOUTH, MEASURED ALONG SAID PARALLEL LINE FROM THE NORTH
BOUNDARY LINE OF SAID TRACT.
THENCE SOUTH 6l`46'29" EAST 125.81 FEET TO A POINT ON A LINE WHICH IS 160 FEET WEST OF AND PARALLEL WITH THE
EAST BOUNDARY LINE OF SAID TRACT, SAID POINT BEING 425 FEET NORTH OF, MEASURED ALONG SAID PARALLE LINE,
THE SOUTH BOUNDARY LINE OF SAID TRACT.
THENCE SOUTH 0'15'10" WEST, PARALLEL TO SAID EAST BOUNDARY LINE 355 FEET,
THENCE SOUTH 45°33'05" WEST 9838 FEET TO A POINT ON THE SOUTH BOUNDARY LINE OF SAID TRACT DISTANT 230
FEET WEST FROM THE SOUTI-EAST CORNER OF SAID TRACT.
THENCE NORTH 89'08'58" WI 1051.41 FEET TO THE SOUTHWEST CORNER OF SAID TRACT.
THENCE NORTH 0'11'23" EAST 335.S0 FEET TO THE PLACE OF BEGINNING, WHICH LAND IS COVERED BY WATER AND IS A
PORTION OF THE BED OF S"EEL LAKE.
ZONING:
R5-12
SETBACKS:
MINIMUM STREET:
20,
MINIMUM SIDES:
5'
MINIMUM REAR (LAKE):
5' (SHORELINE VARIANCE PERMIT "SM1095-0004)
HEIGHT:
30' (SEE EXTERIOR ELEVAI'ION5 ON SHEET A-3 FOR CALCULATIONS.)
UBC:
19S1 EDITION
CONSTRUCTION TYPE:
V-N
OCCUPANCYAUSE:
GROUP R-3/DWELLIN6
BUILDING AREA:
MAIN FLOOR:
621 SF
UPPER FLOOR:
666 SF
MEZZANINE/ROOF:
86 SF
DECK:
16 SF
TOTAL:
1,313 SF + 16 SF DECK
LOT AREA:
4"0 SF
LOT COVERAGE:
336 SF (DRIVEWAY) + 116 SF (SIDEWALKS) + 666 5F (HOUSE FOOTPRINT) + 64 SF DECKS =
1,244 SF / 4,550 2139.
GLAZING AREA:
4015 SF
GLAZING PERCENTAGE:
401b / 1,313 = 29.1%
ENERGY REQUIREMENTS:
MEETS OPTION VII REQUIREMENTS FOUND IN TABLE 6-2 OF WASHINGTON STATE ENERGY CODE, 1991 EDITION
UNDER FLOOR
VENTILATION:
581 SF AREA IN CRAWL SPACE / 150 = 3.9 SF OF VENTING REQD.
USE 4 - 16"X8" VENTS 4 ,'SF TOTAL.
I■
FREEMAN FONG ARCHITECTURE
1514 ELEVENTH AVENUE WEST
SEATTLE, WASHINGTON 98119-3205
206.282.8245
FAX 206.283.0895
E-MAIL F-MANCUSWEST.NET
CONSULTANT
CONSULTING ENGINEER
CEDAR CREEK ENGINEERING
14919 - 29TH DRIVE SE
MILL CREEK, WA 98012
1147 I REGISTERED
VICINUIrY MAP
No SCALE
Visible address numbers shall be
Posted for all new buildings at
beginning of construction and per 1997
UBC, Sec. 502, upon final inspection.
ENGINEERING ATTACHED
ELECTRICAL PERMIT
REQUIRED
Building shall be fully
enclosed prior to electrical
rough -in.
GENERAL NOTES
I.
CONTRACTOR SHAL- VERIFY ALL DIMENSIONS ON DRAWINGS. DO NOT SCALE DRAWINGS
UNLESS OTHERWISE DIRECTED.
2.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY ARCHITECT
OF ANY DISCREPANCIES IN DRAWINGS TO ACTUAL FIELD CONDITIONS.
10
3.
CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AT SITE AND PROTECT FROM DAMAGE.
REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING WITH THE WORK
Q
4.
UNLESS NOTED OTHERWISE, DIMENSIONS INDICATED ARE:
Q
A. TO THE FACE OF CONCRETE,
AiB.
TO THE FACE OF STUD IN STUD WALLS,
C. TO THE CENTERLINE OF COLUMNS.
Q
5.
DOOR OPENINGS NOT LOCATED BY DIMENSIONS OR DETAIL SHALL BE CENTERED IN WALL AS
Q
SHOWN, OR LOCATE-D ONE INCH FROM FINISHED WALL TO EDGE OF POOR CASING AT JAMB.
6.
WHERE DISCREPANCIES OCCUR IN DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL
DRAWINGS, DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS SHALL GOVERN.
Q
1.
ALL AREAS SHOWN ON PLAN WITHOUT ROOM FINISH NUMBERS, SHALL BE FINISHED SAME AS
Q
ADJACENT SPACES.
I
Q
NO.
DATE
REVISIONS
SHEET INDEX
SHEET Na SHEET DESCRIPTION
A -I VICINI'rY MAP, SITE PLAN, GENERAL INFORMATION
A-2 FIRST `LOOR PLAN, SECOND FLOOR PLAN, ROOF PLAN
A-3 EXTERIOR ELEVATIONS
A-4 TYPICAL, BUILDING SECTION, SCHEDULES
C-1 CIVIL SITE PLAN
8-1 FOOT Na 4 PILE PLAN, MAIN FLOOR FRAMING PLAN, UPPER FLOOR FRAMING
PLAN, ROOF FRAMING PLAN, VESTIBLE FRAMING PLAN
5-2 DETAILS
5-3 GENE;BAL STRUCTURAL NOTES, SHEAR WALL SCHEDULE 4 NOTES, BEAM
SCHEDULE
RECEIVED
ON OF FEDERAL WAY
BUILDING DEPT.
C17V OF FEDERAL WAY
DEPT. OFCOMMUNITY
30521 28TH AVE SO �0$
NEW SINGLE FAMILY RESIDENCE
WONG, SUZANNE 6/07/00
DATE SUBMITTED DATE APPROVED
APPROVED BY
STATE OF WASHINGTON
DESCRIPTION
HOUSE AT STEEL LAKE
s
30521 - 28TH AVENUE SOUTH
FEDERAL WAY, WA 98507
OWNER:
c.
SUZANNE S. WONG
P.O. BOX 28677
SEATTLE, WA 98118-8677
(206) 626-1000 -
SHEET TITLE
VICINITY MAP, SITE PLAN,
0
GENERAL INFORMATION
0
Z
tJ
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to
00
DRAWN FF DATE l
C
(n
_
CHECKED FF PROJECT
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