20-105087 - BROWN - SF-Construction Documents-Monica Brown AFH Federal Way-02-16-21-V2G N E R A L N O T E S
5EGTION R325--ADULT FAMILY HOMES. SECTION R325 IN PERTINENT PART
R525.4 TYPES OF LOCKING DEVICES AND DOOR ACTIVATION.
ALL BEDROOM AND BATHROOM DOORS SHALL BE OPERABLE FROM THE OUT5IDE WHEN
LOCKED.
EVERY CLOSET SHALL BE READILY OPENABLE FROM THE INSIDE.
OPERABLE PARTS OF DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER DEVICES
INSTALLED IN ADULT FAMILY HOMES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE TIGHT GRA5PIN6, PINCHING OR TWI5TING OF THE WRI5T. POCKET DOORS SHALL
HAVE GRASPABLE HARDWARE AVAILABLE WHEN IN THE CLOSED OR OPEN POSITION.
THE FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N)
MAXIMUM. REQUIRED EXIT DOORS SHALL HAVE NO ADDITIONAL LOCKING DEVICES.
REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUT5IDE MECHANISMS WHEN
EXITING THE BUILDING ALLOWING REENTRY INTO THE ADULT FAMILY HOME WITHOUT THE USE
OF A KEY, TOOL OR SPECIAL KNOWLEDGE.
R525.9 RAMPS. ALL INTERIOR AND EXTERIOR RAMPS, WHEN PROVIDED, SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION R3 1 1.5 WITH A MAXIMUM SLOPE OF 1
VERTICAL TO 12 HORIZONTAL. THE EXCEPTION TO R3 1 1.5.1 IS NOT ALLOWED FOR ADULT
FAMILY HOMES. HANDRAILS SHALL BE INSTALLED IN ACCORDANCE WITH R325.g.1.
R325.9.1 HANDRAILS FOR RAMPS. HANDRAIL5 SHALL BE INSTALLED ON BOTH 51DE5 OF
RAMPS BETWEEN THE SLOPE OF 1 VERTICAL TO 12 HORIZONTAL AND 1 VERTICAL AND 20
HORIZONTAL IN ACCORDANCE WITH R3 1 1.5.3.1 THROUGH R3 1 1.8.3.3.
Y4ASHINGTON STATE ENERGY CODE:
SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS
EFFICIENT WATER HEATING 5a: 0.5 CREDIT5
All showerhead and kitchen sink faucets installed in the house
Shall be rated at 1.15 GPM or less. All other lavatory faucets
Shall be rated at 1.0 GPM or less.
32" TYP. 30" MIN. 58 1 /2" TYPICAL 48" MINIMUM
FINISH TO FINISH FINISH TO FINISH
EDGE OF 5HO1,NER
STALL 15 BEG NNIN6
OF SLOPED FLOOR 1 1 /4" MAX. VIA. 5TAINLE55
STEEL GRAB BAR
4"
4"
PROVIDE 2X SOLID
BLOCKING IN WALL AT
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CONTACT POINTS 5EE
PLANS FOR LENGTH AND
ALTERNATE
LOCATION
LOCATION
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$ HEAD WALLS
BACK W A L 5
GRAB
BARS AT
5HOWER LOCATIONS
1 1 /4" MAX. VIA.
5TAINLE55 STEEL GRAB
BAR
PROVIDE 2X SOLID
BLOCKING IN WALL AT 1 S„
CONTACT POINTS i
3
1 2"
ONE SIDE
tMINIMU
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• 6" IF TOILET TANK
151N-WALL TYPE
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PROVIDE R-4q INSULATION J
R-2 1 BATT
MAINTAIN 1" VENTILATION WITH
ABOVE HEADER
CARDBOARD BAFFELB
AS NECESSARY
EXISTING HEADER
I
2" R- 10 RIGID
SECTION
FOAM INSULATION
2
3 2
EXISTING 2 X 4
FRAMING NEW 2"
EK
2 X 6 GARAGE
INFILL
,
FURRING 8 R-2 1'
5�2„
DOOR
BATT INSULATION
FRAMING 24' O.G.
MIN.
R-2 1 BATT INSULATION
PLAN
VAPOR BARRIER
'
�
1 /2"GWB
i
2 8"
G R A B B A R 5 A T T O 1 L E T 5
CONSTRUCT 48" X 48"
LEVEL LANDING 1 2" ABOVE
EXIST. PATIO SEE DETAIL
t- 40 HUKI/_UN I ^L THIS SHEET
INTERIOR ELEVATIONS
1 /2"= 1 '-O"
NOTE: NEW JOIST TO MATCH EXISTING CE
INFILL FRAMMING TO BE 2 X 6 MIN.
GRAB BAR SCHEDULE
A
25"PROF DOWN
18 HORIZONTAL
18 VERTICAL
24 HORIZONTAL
3 6 HORIZONTAL
2 X 6 LEDGER ATTACH TO
;
EXISTING FLOOR
NEW FLOOR
3/4" FLOOR
EXISTING W/ (2) Sd NAILS @ 1 6" O.G.
EXISTING 2 X 4
FRAMING
FRAMING END NAIL W/ (3) 1 6d NAILS PRIOR
SHEATHING
FRAMING NEW 2'
2 X 4 LEDGER ATTACH TO EXISTING
TO ADDING SECOND MEMBER
1 1 /2" R--1.5 RIGID FOAM INSULATION
FURRING 8 R-2 1
kN/ (2) Sd NAILS @ 1 6" O.G.
FACE NAIL SECOND MEMBERS
OVER ENTIRE SLAB
GATT INSULATION ,
VAPOR BARRIER ,
ATTACH LEDGER AT EXIST.
CLA55 1 VAPOR ADD NEW (SAME SIZE JOIST
FINISHED FLOOR OVER
1 /2" GWB
FIREPLACE MASONRY WITH
RETARDANT ON ALL FROM BEARING TO BEARING
3/4" T & G SHEATHING
R-30 insulation
BIMP50N TITEN CONCRETE SCREWS
CONCRETE SURFACES
required
6" LAIP AND TAPE ALL
EXISTING CONCRETE
JOINTS AND EDGES OPENING FRAME
EARTHEN FORMED CONCRETE
SLAB 8 FOUNDATION
GRADE BEAM ALL
FLOOR JOIST REMOVED
REINFORCING #4 40 GRADEC>
EXISTING CONCRETE
DEFORMED BARS
SLAB 8 FOUNDATION
JOIST HANGER
°
2 X FRAMING TRIM AS NE E55ARY TO ° t° �0 HORIZONTAL CONTINUOUS
CREATE LEVEL FLOOR 24" O.G. ATTACH TO - BARS DOWELED 3" INTO - c
SILL WITH SIMPSON A 325 AT 48" O.G. SHIM EXISTING FOUNDATION
VERTICAL BARS 24" O. G.
TIGHT W/ HIGH DENSITY PLASTIC SHIMS
ALTERNATING "G" BENT BARS
Block between joist 48" O.C. SECTION @
2 X 4 PT SILL ATTACH TO SLAB W/ 1 /4" X 3" III
WEDGE ANCHOR 4' O.G. TYP EXTERIOR WALL
SECTION @
GARAGE DOOR FRAING SECTIONS
J
1 4 2. 5 5 F T
E A S T E R L Y 5 O F L O T 2 9
BUILDING
SETBACK LIMITS
LEGAL
DESCRIPTION
T Y141 N
L A K E S N
LOT 30 TOGETHER WITH THE
LL
EASTERLY
5' OF LOT 2 9
p
EXIST. GRADE LEVEL
CONCRETE PATIO
CONSTRUCT 45" X 45
p
LEVEL LANDING 1 2"
ABOVE EXISTING
PATIO SEE DETAIL
THIS SHEET
EXIST. RAISED
WOODEN DECK 24"
ABOVE GRADE
SITE PLAN
1"= 15'-oil
EXISTING SINGLE FAMILY
RESIDENCE
ONE STORY
2,3 5 3 S.F.
EXISTING 6X *LEVEL
LANDING RAISE TO FLUSH
WITH INTERIOR FLOORING
F.F. DATUM 0.0
EDGE OF LANDING
DOWN 1 1/4"
DOWN
DOWN 10"
EXISTING
GARAGE
CONVERSION TO
HABITABLE
4 6 -1 S.F.
45"
4 2'-
LEVEL LAN ING
MAX.5LOP�
'
1/4"/ 12'
D
REMOVE EX
ISTINO
AND
NEW 45 WA
KWA
(O
(SEE DETAIL
THIS
HEEL
ry
MAX SLOPE
1 /20
(5%)
1 10.0 S.F.
SU
SECTION @ FLOOR FRAMING @
TYP INTERIOR WALL NEW CRAWL HATCH
G SCALE 1 /4"= 1'-0"
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4" CONCRETE
WALKWAY
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4" X 2" X 8" CONCRETE
BRICK "WHEEL STOP"
SET IN CONCRETE
ri
, GRADE
°a•
a " 45
SECTION @ ACCESSIBLE
WALKWAY
BIMP50N A35 CLIP TO JOIST 8 EXIST. FLOOR
FRAMING 8 MIDPOINT OF JOIST TO SILL
2 X 6 TREATED
DECKING
1 PIEG 2X 1 2 P.T JOI T 16
4'-'
1/2
W
2 X 4 P.T. ILL ATTACH TO SLAB
W/ 51MP50N 4" X 1 /4" TITEN
CONCRETE SCREWS @ BOTH
ENDS OFFSET 2" FROM ENDS
EXIST. CONCRETE
PATIO
SECTION @ BACK DOOR
ENTRY
EXIST. EGRESS
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IN
IN NS1
01
SLEEPING ROOM A
121.0 5.F. 6RO55
1 1 4.0 S.F. NET
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SLEEPING ROOM G
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W 125.0 S.F. GROSS
N 12 1.0 S.F. NET
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22" BI-PASS 160" X
SINK
THICK TILE READY
STRUCTURAL SHOWER PAN EQUAL
TO TUFF FORM BY ARC inc.
(WWW.AR0FIR5T.NET) INSTALL
DIRECTLY OVER JOGT5 (MAX. 1 6"
O.G.) OR DIRECTLY OVER FLOOR
SHEATHING (2 LOCATIONS)
NS 1
SLEEPING ROOM B
5402
3" DOOR
TH 2
CLOSET
HALL
- NEW
CONTINUOUS CONTINUOUS DBL
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HEADER W/
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INGLE JACK STUDS PR 28" I -PASS
0
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NEW 1 8" X 24" CRAWL SPACE ACCESS
= 0
HATCH TO BE TIGHT FITTING W/ WEATHER
N W IY
STRIPPING AND INSULATED W/ R-30 BATT
°� 4 w
5ULATION SEE FRAMING DETAIL TH15 SHEET
X
NS 1..
L
SLEEPING ROOM D
160.0 S.F. GROSS
15 3.0 S.F. NET
NEW CONTINUOUS DEL 2X4
HEADER W/ SINGLE JACK STUDS
13
130
PANTRY E�TRY
KITCHEN 26 DOOR
II
REFER
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� II
L EXISTING DOWN DD):;�AFT
DUCT SHAFT FROM ATTIC
TO CRAWL BRACE EXIST.
FURNACE IN ATTIC
II
II
LIVING
NOTE:
ALL DOORS AND WINDOWS
ARE EXISTING UNLESS NOTED
DINING
II
II
W/ DIMENSION
II
DENOTES 120 I/IHARD WIRED
II
SMOKE DETECTORS (�7 LOCATIONS)
"
8 CARBON MONOXID=_pEtrf=GTORS
4'- 1 1 DW to DW
(2 LOCATION) ENI51URE ALL AR
4 MIN. FINISH TO FI
CONNECTED WITH (bOMMON WI E
II
II
----
------
EXIST. AS FIRE AGE TO
d
BE SEAL D OVE AND GA ' -'
PIPING D ISSIONED
NS 1
v
30 DOOR 50 GFM
UNDERCUT 2" EXHAUST
SLEEPING ROOM E
600 WATT IN -WALL ATH 3 FAN
12 5.5 5.F. 6RO55
ELECT. HTR i
ELECT. HTR
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q 1.0 5.F. NET -
Q LAUND Y
r 3 6" X
O CD 30
FREE
FLOOR
2 -O"
11
FAREA
1ST. 6A5 FIREPLACE T
QED
'INS DEGOMMISSIONE:
1 2'- 1 03/4
EXISTING ELECTRICAL PANEL:
ENSURE THAT ALL CIRCUITS WITH
OPEN JUNCTION BOXES IN ALL
BEDROOMS ON BOTH FLOORS ARE
EQUIPPED WITH ARC FAULT
BREAKERS
8'-2" 4
NS 1
SLEEPING ROOM G
140.0 S.F. 6RO55
13 3.0 S.F. NET
PR 36" BI-PASS
-------
PLACE EXIST
/ 40 X 4 EXIST.
EG E55 U-30 HEAT
PUMP
2 1 '- 10"\
NEW FAN TO PROVIDE 90 G.F.M. MIN. AND
BE CONTROLLED TO OPERATE FOR 2
HOURS IN EVERY 4 HOURS 24 HOURS PER
DAY. EQUAL TO PANA50NIC MODEL
FV-11VK3
COMBINATION FLOOR PLAN
SEE LEGEND BELOW
"= 1 '-O" 1 /4
LEGEND TO STATUS
OF WALLS THIS PERMIT
EXISTING WALLS
NEW WALLS
REMOVED WALLS
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REVISIONS
CITY
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Design
4
Construction
Management
6 1 2 q 3rd St. 5W
Everett, WA g8204
206-qg2-4g52
1 2/2 q/20
DRAWN
F. BROWN
SHEET
1
OF