APPROVED BLD PLN RESUB 1-BLD2024-0097+Architectural_Plan+2.14.2024_6.49.42_AM+4058333IZ
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SITE PLAN
1 /8" = 1 '-0"
110'
PROPOSED (N)
HEAT PUMP
CONDENSER
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NORTH
CURB --\ 3RD AVE N
68'
5-0"
SIDE YARD SB
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PRIMARY ENTRANCE
1— PROPERTY LINE
1'-6"
TYP. EAVE
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68.07'
Zone '
RS-6 Corner
N Flag , N
Setbacks:
Required
Actual
Front------------
20'
15'4"
5'
3'9"N
Sides
____
3'6"S
-----
15'
-_251An
Y
Rear
5' shed
6'6" shed
------------
Other
-----
25'
exist
Height
=-----------'
------
PROJECT
SUMMARY
LEGAL DESCRIPTION:
SUNSET ADD TO CITY OF EDMONDS BLK 000 D-00 - LOT 14
PARCEL: 00592200001400
DESCRIPTION: INTERIOR REMODEL OF EXISTING
SINGLE FAMILY RESIDENCE
JURISDICTION: EDMONDS
LOT SIZE: 7,583SF
LOT COVERAGE: NO CHANGE
TOTAL NEW AND REPLACED IMPREVIOUS AREA: NO CHANGE
There is no mechanicall
,permits for a heat j
,pump associated with j
ithis permit at time of i
.review. Please obtain
!separate Mechanical
,permit from the City of j
iEdmonds.—•—.—.—•�
.There are no Plumbing I
!permits associated
(with this permit at time i
,of review. Please
iobtain a separate
.plumbing permit from !
Ithe City of Edmonds. 0
_._._.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY PLANNING
Feb 15 2024
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
COVER SHEETS
G1.0 COVER SHEET
ARCHITECTURAL
A1.1 EXISTING FIRST FLOOR PLAN
A2.1 PROPOSED FIRST FLOOR PLAN
A3.1 SCHEDULES
A4.1 DETAILS
S2.1 STRUCTURAL PLANS
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
----------------------------.................................
Work INTERIOR REMODEL
.................................................................;
Address 423 3RD AVE N
Owner GZ EDMONDS LLC
Approved Date 2/21 /2024
Building Official w.
Permit Number BLD2024-0097
....................
VICINITY MAP
PROJECT
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- -- ---- ---- - --- ----- ------------- ------ -----
SITE LOCATION
GZ EDMONDS LLC RESIDENCE
423 3RD AVE N EDMONDS, WA 98020
PERMIT SET
JAN UARY 13, 2024
SYMBOLS LEGEND
LETTERS HORIZONTAL
GRID TAG A NUMBERS VERTICAL
DOOR TAG AO - DOOR NUMBER
WINDOW TAG 16 - WINDOW TYPE
REVISION TAG 1\ REVISION NUMBER
NORTH ARROWS - PROJECT NORTH
PROJECT
1 - ELEVATION NUMBER
ELEVATION TAG
A101 SHEET NUMBER
BUILDING SECTION TAG 1 SIM SECTION NUMBER
A101 SHEET NUMBER
SIM
WALL SECTION TAG 1 - SECTION NUMBER
A101 - SHEET NUMBER
DETAIL TAG MEMEL-1 SIM DETAIL NUMBER
A101 SHEET NUMBER
CEILING TAG 10' 0' - CEILING HEIGHT
TITLE LINE 01
SUMMARY OF WORK
INTERIOR REMODEL OF EXISTING
SINGLE FAMILY RESIDENCE
VIEW NAME
1 /8" = V-0"
\\ DRAWING SCALE
DRAWING NUMBER
BY SEPARATE PERMIT
ELECTRICAL
PLUMBING
HVAC
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REVISION
DATE
REASON FOR ISSUE
RESUB
Feb 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
COVER SHEET
DESIGN
DATE
REVISION
01 /13/24
PROJECT
NUMBER
SCALE
As indicated
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(E) EGRESS
WINDOW
OEXITING FIRST FLOOR
1/4 11-011
(E) EGRESS
WINDOW
23'-2 1 /2"
2
;� --------------------------------------------------------------------------------------------------------- (
DEMOLISH (E) DOOR.
PREPARE AREA FOR
(N) INFILL WALL.
DEMOLISH (E) WINDOW.
PREPARE AREA FOR
(N) DOOR.
-
JJLJI
KITCHEN
17-1
T-8"
I I 1 u�
--�-�- - - - - - - - - -
_51/2" ' BATH I I
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1 4'-3 1 /2"
LAUNDRY
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DEMOLISH (E) DOOR.
PREPARE AREA FOR
(N) WINDOW.
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IIII I �
BATH III L
IIII � i r N
• -J III��I to II
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BEDROOM
13'-51/2" ------
— — — — 2'-5"Ilk
.y
II W.I.C. II 12'-8"
= in
DEMOLISH (E) I 10'-3" M I I
INTERIOR WALLS u
PER PLAN �I I J BEDROOM
LIVING i r I N 20'-7"
' I �
ROOM " "I
I En
1
(E) WALLS, TYP.
DEMOLISH (E) WINDOW.
PREPARE AREA FOR
(N) WINDOW AND
(N) INFILL WALL.
(E) PRIMARY ENTRANCE
CN
DEMOLISH (E) WINDOW.
PREPARE AREA FOR
(N) WINDOW AND
(N) INFILL WALL.
19
(E) WINDOW
1 2
(E) WINDOW
DEMOLISH (E) DOOR.
PREPARE AREA FOR
(N) DOOR AND
(N) INFILL WALL.
OEXISTINGSECOND FLOOR
1/411 = 1 0,
HOUSE VENTILATION
2018 IRC - PROVIDE WHOLE HOUSE VENTILATION PER M1505, INTERMITTENT
WHOLE HOUSE VENTILATION USING EXHAUST FAN PER 1505.4.4 TABLE 1505.4.3(1)
& TABLE 1505.4.3(2), PROVIDE CONTROLS PER 1505.4.2. COMPLY WITH WSEC
R403.5.
SYMBOL LOCATION MINIMUM FAN REQUIREMENTS
op A Bath & Min. 50 cfm (INTERMITTENT) @ .025" WG (TABLE M1505.4.4)
Powder
B Kitchen Min. 100 cfm (INTERMITTENT)@ .025" WG (TABLE M1505.4.4)
(Range hood or down draft exhaust fan rated at min. 100 cfm
at 0.10" wg may be used for exhaust fan requirement.)
op C Laundry Min. 180 cfm (INTERMITTENT) @ .025" WG - to function and be
Room labeled as whole house fan (4-5 BEDROOMS 3001 < 4500 SF.)
TO OPERATE 50% OF EVERY FOUR HOUR PERIOD
DRYER VENT PER (TABLE Ml502.4.5.1) VENTED TO OUTSIDE
*ALL FANS TO VENT TO OUTSIDE
SYMBOL LEGEND
SM SMOKE DETECTOR
CO CARBON MONOXIDE DETECTOR
1 WINDOWS
A DOORS
—=l EXISTING WALLS
DEMO WALLS
— NEW WALLS
EXISTING FOUNDATION WALL
— NEW FOUNDATION WALL
NEW SLAB ON GRADE
FLOOR PLAN NOTES
1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS
PRIOR TO CONSTRUCTION.
2 PROVIDE SOLID BLOCKING OVER SUPPORTS.
3 PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS.
4 WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES, NOT
ROUGH OPENING DIMENSIONS.
5 DOOR JAMB 4.5" U.N.O.
6 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
7 EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.N.O.
8 SMOKE & CARBON MONOXIDE DETECTORS:
*SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP.
*SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS.
*SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS.
*SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING
CHANGE OF GREATER THAN 24"
9 ALL DOORS STANDARD DIMENSION 4 112" FROM HINGE JAMB TO
ADJACENT FRAMING UNLESS OTHERWISE NOTED.
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REVISION
DATE
REASON FOR ISSUE
RESUB
Feb 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXISTING FLOOR
PLANS
AS-BUILTS
DATE
REVISION
01 / 13/24
PROJECT
NUMBER
SCALE
1 /4" = 1'-0"
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WINDOW
EMERGENCY
ESCAPE ROUTE
SM CO
—7 H
3X5
SHOWER
BATH A -
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`4 J
EMERGENCY
ESCAPE ROUTE
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BEDROOM
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5'-11 1 /2"
CO
W.I.C.
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W
LAUND
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7'
GARAGE
OPROPOSED FIRST FLOOR
1/411 11-011
20'-4"
MI
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0
2
SEE SHEET A3.1 FOR
WINDOW AND DOOR
SCHEDULES
(N) INFILL WALL
CONVENTIONAL
7/16" OSB CONTINOUS SHEATHING
NAIL PATTERN:
6" O.C. ON TOP AND BOTTOM STUD
12" O.C. AT EACH VERTICAL STUD THAT IS 16" O.C.
(N) INFILL WALL
CONVENTIONAL
VERIFY (E) WINDOW
1 MEETS EGRESS REQUIREMENTS.
�C�1 A/'C IC AI/lT
SEE SHEET S2.1 FOR
STRUCTURAL INFO
7/16" OSB CONTINOUS SHEATHING
A NAIL PATTERN:
(N) DOOR 6" O.C. ON TOP AND BOTTOM STUD
12" O.C. AT EACH VERTICAL STUD THAT IS 16" O.C.
(N) WINDOW
T-10" 3'-5" 3'-4"
3X5
SHOWER
B 9'-6 1 /2"
I
KITCHEN co
CO
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A
3'-6" REF
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0 16'-4 1 /2"
C4 7'-0" ISLAND
SM CO
M _ M
(N) INTERIOR
WALLS PER PLAN
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N < ROOM
W
16'-2"
7 W.I.C.
SM
CO 12'-8"
N
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6-5 1/2"
BEDROOM
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2
(N) INFILL WALL
CONVENTIONAL
7/16" OSB CONTINOUS SHEATHING
NAIL PATTERN:
6" O.C. ON TOP AND BOTTOM STUD
12" O.C. AT EACH VERTICAL STUD
THAT IS 16" O.C.
OF'KUF'UJtU StUUIVU F-LUUK
1 /411 = 1'-0"
EMERGENCY N
ESCAPE ROUTE
(N) INFILL WALL
CONVENTIONAL
7/16" OSB CONTINOUS SHEATHING
NAIL PATTERN:
(E) PRIMARY ENTRANCE 6" O.C. ON TOP AND BOTTOM STUD
12" O.C. AT EACH VERTICAL STUD THAT IS 16" O.C.
INSULATION NOTE:
EXISTING CEILING, WALL OR FLOOR CAVITIES
EXPOSED DURING CONSTRUCTION FOUND
UNINSULATED, OR WITH DAMAGED INSULATION
(DISCOLORED OR DETERIORATED), SHALL BE
FILLED WITH R15 INSULATION AT 2X4 FRAMING
AND WITH R21 INSULATION AT 2X6 FRAMING.
REF. SEC R503.1.1-EXCEPTION 2
THIS NOTE IS ONLY FOR EXISTING CEILING, WALL
OR FLOORS. ANY NEW IN -FILL WALL PORTIONS OR
NEW FRAMED WALL SECTIONS, OR NEW
FLOORS/ROOFS MUST FOLLOW TABLE R402.1.1
INSULATION REQUIREMENTS.
NEW 2636
CASEMENT
EGRESS WINDOW
THERMAL INSULATION: (Prescriptive Option III of the WSEC)
Walls (below -grade, exterior):
R-10 rigid insulation
Walls (below -grade, interior):
R-21 batt or rigid insulation
Walls (above -grade):
R-21 batt or rigid insulation
Headers
R-10 rigid insulation
Ceilings (advanced framing):
R-38 batt
Ceilings (standard framing):
R-49 batt
Ceilings (vaulted):
Icynene with R value of 3.6 per inch
Floors:
R-30 batt or rigid insulation
Slab:
R-10 water-resistant rigid insulation
24" @ Perimeter
solid doors
U-value of .20 or better
Windows & doors with glazing
U-value of .30 or better
skylights
U-value of .50 or better
HOUSE VENTILATION
2018 IRC - PROVIDE WHOLE HOUSE VENTILATION PER M1505, INTERMITTENT
WHOLE HOUSE VENTILATION USING EXHAUST FAN PER 1505.4.4 TABLE 1505.4.3(1)
& TABLE 1505.4.3(2), PROVIDE CONTROLS PER 1505.4.2. COMPLY WITH WSEC
R403.5.
SYMBOL LOCATION MINIMUM FAN REQUIREMENTS
A Bath & Min. 50 cfm (INTERMITTENT) @ .025" WG (TABLE M1505.4.4)
Powder
B Kitchen Min. 100 cfm (INTERMITTENT)@ .025" WG (TABLE M1505.4.4)
(Range hood or down draft exhaust fan rated at min. 100 cfm
at 0.10" wg may be used for exhaust fan requirement.)
C Laundry Min. 180 cfm (INTERMITTENT) @ .025" WG - to function and be
Room labeled as whole house fan (4-5 BEDROOMS 3001 < 4500 SF.)
TO OPERATE 50% OF EVERY FOUR HOUR PERIOD
DRYER VENT PER (TABLE M1502.4.5.1) VENTED TO OUTSIDE
*ALL FANS TO VENT TO OUTSIDE
SYMBOL LEGEND
SM
SMOKE DETECTOR
CO
CARBON MONOXIDE DETECTOR
1
WINDOWS
A
DOORS
EXISTING WALLS
DEMO WALLS
NEW WALLS
EXISTING FOUNDATION WALL
I�
- NEW FOUNDATION WALL
NEW SLAB ON GRADE
FLOOR PLAN NOTES
1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS
PRIOR TO CONSTRUCTION.
2 PROVIDE SOLID BLOCKING OVER SUPPORTS.
3 PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS.
4 WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES, NOT
ROUGH OPENING DIMENSIONS.
5 DOOR JAMB 4.5" U.N.O.
6 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
7 EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.N.O.
8 SMOKE & CARBON MONOXIDE DETECTORS:
*SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP.
*SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS.
*SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS.
*SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING
CHANGE OF GREATER THAN 24"
9 ALL DOORS STANDARD DIMENSION 4 112" FROM HINGE JAMB TO
ADJACENT FRAMING UNLESS OTHERWISE NOTED.
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REVISION
DATE
REASON FOR ISSUE
RESUB
Feb 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROPOSED FLOOR
PLANS
DESIGN
DATE REVISION
01 /13/24
PROJECT
NUMBER
SCALE
1 /4" = 1'-0"
rn
0
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WINDOW TYPES
WINDOW SCHEDULE
NO. QTY WIDTH HEIGHT TYPE NEW/EXISTING NOTES U-V)
1 1 3'-4" 3'-0" SLIDER NEW 0.28
3'-4" 7'-8" 8'-0" 5'-6"
2 1 3-0" 7-8" SLIDER EXISTING EGRESS WINDOW 0.28
3 1 2'-6" 5'-6" SLIDER EXISTING EGRESS WINDOW 0.28
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`r' M N Q 4 1 2'-0" 4'-0" SLIDER EXISTING EGRESS WINDOW 0.28
5 1 3-0" 5'-6" SLIDER EXISTING EGRESS WINDOW 0.28
o 6 1 4'-0" 2'-6" FIXED NEW 0.28
OP CP
ih
CP
7 1 3-3" 1'-91, FIXED NEW 0.28
1
7'-8"
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EMERGENCY
EGRESS
K
4'-011
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EXTERIOR DOOR TYPES
5'-6"
3
EMERGENCY
EGRESS
7
3'-011
A B
4
EMERGENCY
EGRESS
AS
NEEDED
TO
OPENABLE
EQUAL
E
AREA
5.7
SQUARE
5.7 SQ. FT.
FEET
MINIMUM
(5.0 for
exception
above)
OPENABLE
AREA
5.7 SO. FT.
MINIMUM
20" NET I AS NEEDED TO I
CLEAR EQUAL 5.7 SQUARE FEET
OPENABLE (5.0 for exception above)
WIDTH
SILL HEIGHT
44" MAXIMUM
TO CLEAR OPENING
FLOOR
24"
CLEAR
MIN.
EMERGENCY EGRESS REQUIREMENT
IN NEW BEDROOMS WHERE EGRESS WINDOWS
ARE NOT ADEQUATE, REPLACE WINDOW WITH
EGRESS WINDOW
WINDOW SCHEDULE NOTES
1. THIS WINDOW SCHEDULE IS FOR REFERENCE ONLY. GC TO VERIFY ALL OPENINGS, DOOR
SIZES AND WINDOW SIZES AND QUANTITIES IN FIELD PRIOR TO ORDERING.
EXTERIOR DOOR SCHEDULE
NO. QTY WIDTH HEIGHT TYPE U-VALUE
A 1 5'-6" 6'-8" GLASS SLIDER DOORS 0.28
B 1 3'-0" 6'-8" SWING DOOR W/GLASS 0.28
EXTERIOR DOOR SCHEDULE NOTES
1. THIS DOOR SCHEDULE IS FOR REFERENCE ONLY. GC TO VERIFY ALL OPENINGS, DOOR
SIZES, SWING DIRECTIONS AND QUANTITIES IN FIELD PRIOR TO ORDERING.
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REVISION
DATE
REASON FOR ISSUE
RESUB
Feb 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SCHEDULES
DESIGN
DATE
REVISION
01 /13/24
PROJECT
NUMBER
SCALE
As indicated
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FASTEN ONLY
@ JAMBS
VERT. 1/2" MIN.
24 GA. GALV. SHEET
METAL W/ ALL OPEN
SEAMS TO BE
SOLDERED
FIG. WSP-1 TYPICAL WINDOW SILL PAN ISOMETRIC
CDC APPROVED BACKER ROD &
SEALANT
1/16" INTERMITTENT SHIM TO PROMOTE DRAINAGE.
ATTACH TO LOWER NAIL FLANGE
2X TRIM PER ARCH. W/ CANTED TOP EDGE TO DRAIN &
SAWED KERF @ BOTTOM & NOTCH TO RECEIVE SIDING
24 GA. GALV. METAL SILL PAN. SEE DETAIL WSP-1 ABOVE
1/2" PT FURRING STRIPS @ 16" O.C.
VAPROSHIELD PENETRATION WRAP
SIDING
VAPROSHIELD BLACK WALSHIELD WRB
WINDOW SILL FLASHING DETAIL
6" = 1'-0"
BLOCKING AS REQ'I
VENT OPENING
FIXTURE PENETRATION SIDING
INSULATIONS
WOOD FRAMII
PER STRUCTI
4X8 HEADER
ER
NEDGE
PAN W
kINAGE
SIDING
WATER RESISTIVE BARRIER (HARDIE
WRAP OR EQUIVALENT)
EXTERIOR SHEATHING
PER STRUCTURE PLANS
INSULATIONS AS REQ.
WOOD FRAMING
PER STRUCTURE PLAN;
WINDOW SILL SIDING
3" = 1'-0"
SIDING
NOTE: REFER TO WINDOW
MANUFACTURER'S INSTRUCTIONS
FOR PROPER WINDOW
INSTALATION
WINDOW FRAME
FLASH WINDOW PER MANUFACTURER
RECOMMENDATION
(IF TRIM IS PROTRUDING BEYOND
WINDOW SILL IT MUST BE FLASHED.)
HARDIE TRIM BOARD
LEAVE APPROPRIATE GAP
AND CAULK
SIDING
WATER RESISTIVE BARRIER (HARDIE
WRAP OR EQUIVALENT)
EXTERIOR SHEATHING
PER STRUCTURE PLANS
(METAL HEAD FLASHING BY OTHERS)
SLOPE 15
z DEGREES
C° z_
T G
T G
OPTIO
SEAL
W/VAP
EXPAN
VAPRC
EXPAN-i- "r
NOTE:
CONTRACTOR TO VERIFY ALL
DIMENSIONS IN THE FIELD. MEMBRANE
AND FLASHING COMPONENTS ARE NOT
SHOWN TO SCALE FOR CLARITY.
WINDOW & DOOR HEADER FLASHING
DETAIL
3" = 1'-0"
1/4" GAP MIN., DO NOT CAULK INTERIOR SHEATHING
FLASHING TAPE
Z - FLASHING
WATER RESISTIVE BARRIER (HARDIE
WRAP OR EQUIVALENT)
TRIM AROUND OPENING WOOD FRAMING \ EXTERIOR SHEATHING
^Y DOOR/WINDOW
WOOD RAINSCREEN FURRING
AROUND FIXTURE
LEAVE APPROPRIATE GAP
AND CAULK
SIDING
WATER RESISTIVE BARRIER (HARDIE
WRAP OR EQUIVALENT)
EXTERIOR SHEATHING
PER STRUCTURE PLANS
S.A.F. MEMBRANE
1/4" GAP MIN., DO NOT CAULK
Z - FLASHING
HARDIE TRIM BOARD
INSTALL BUG SCREEN
AS NECESSARY
WINDOW FRAME
NOTE: REFER TO WINDOW
MANUFACTURER'S INSTRUCTIONS
FOR PROPER WINDOW INSTALATION
WINDOW/ DOOR HEAD @a SIDING
3" = 1'-0" Q
INSULATION WHEI
TYP. LAP SIDING
1. HEADROOM MIN. b'-8', WIDTH MIN. 3'-O' PER
I.RC. SECTION R311 1.
2. TREADS 10' MIN. DEPTH FROM LEADING EDGES OF
NOSING TO N051NG AND R15ER5 134' MAX. HEIGHT
PER I.R.G. SECTION R311.15.
3. HANDRAIL MIN. 34' TO MAX. 35' ABOVE TREAD
N051%. HANDRAIL TYPE 1 CIRCULAR TO HAVE
1 1/4' MIN. TO 2' MAX. CROSS SECTION DIMENSION
AND 11/2' MIN. CLEAR FROM WALL, RETURN RAIL
ENDS. HANDRAILS SHALL BE STRONG ENOUGH
TO RESIST A 200 POUND POINT LOAD IN ANY
DIRECTION PER I.R.G. TABLE R3015
C JAMB
u
WALL STUDS BEYOND
DBL JST, BLOCK AS NEEDED
SEE PLAN
BEE PLAN FOR TTP. RISE E RUN DIMEN51ON5
3/4' PLYWOOD RISER
1 1/8' HARDBOARD TREAD WITH EASED NOSING
(3) 2x12 STRINGERS - TYP. (UXOJ, CENTER
STRINGER WITH (2) 2x4 STRONG BACK TYP.
ATTACH STRINGER5 W/ (1) A-35 EACH.
1/2' G.W.B. AS REQUIRED
BEE NOTES BELOW
2x KICKER PLATE
ATTACH 6TRIW_%ER5
W/ (1) A-35 EACH.
4. INSTALL FIRE BLOCKING BETWEEN 6TRINGERS
AT THE TOP AND BOTTOM OF EACH RUN PER
I.RC. SECTION R602b.
5. COVER USABLE SPACE UNDER STAIR WITH
1/2' G.W.B, PER I.R.C. SECTION R302.1.
6. INTERMEDIATE BALUSTERS SHALL BE SPACED
W/ LESS THAN 4' BETWEEN BALUSTERS PER
IF-C. SECTION R312.2.
I. TREAD NOSING TO HAVE A MAX. R41DIU5 OF 9/16
PROJECT A MIN. 3/4' AND A MAX. OF 1 1/4' ON
STAIRS W/ SOLID RISERS. BEVELING OF NOSING
NOT TO EXCEED 1/2', PER I.RG. SECTION R311533
STAIR SECTION DETAIL
LEAVE
4 DOOR / WINDOW JAMB SIDING
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UPTURN METAL END DAM
(BEYOND)
WALLSHIELD/ WRAPSHIELD
INSTALL WRAPSHIELD "U"
BIB
FLASHING TO NEXT JOINT IN
WRAPSHIELD ASSEMBLY
LAP 4" OVER METAL HEAD
FLASHING AND SEAL WTIH
NON -SKINNING BUTYL OR
DOUBLE -SIDED VAPROTAPE
SEAL BEHIND NAILING
FLANGE
MIN. 26 GA. PRE -FINISHED
METAL HEAD FLASHING
NAIL FLANGE WINDOW SET
HEAD FLANGE IN A
CONTINUOUS BEAD OF NON -
SKINNING BUTYL SEALANT
SECURE PER WINDOW
MANUFACTURER'S
INSTALLATION
RECOMMENDATIONS
WRAP OR EQUIVALENT)
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REVISION
DATE
REASON FOR ISSUE
RESUB
Feb 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DETAILS
DESIGN
DATE
REVISION
01 /13/24
PROJECT
NUMBER
SCALE
•
As indicated
VERIFY (E) WINDOW
MEETS EGRESS
REQUIREMENTS.
REPLACE IF NOT.
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2)
ro
1 VERIFY (E) WINDOW 2
MEETS EGRESS REQUIREMENTS.
REPLACE IF NOT.
0
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EMERGENCY
ESCAPE ROUTE
11'-7 1/2"
1 V-2 1/2" N
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BEDROOM
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ESCAPE ROUTE
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I I I I I I
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3'-4"
I I I I I I
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13'-9"
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916'-4
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7'-10"
WJ \ �/
LAUNDRY
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M
GARAGE
LOW ROOF FRAMING PLAN
1 /4" = 1 '-0"
20'-4"
MUD
SEE NOTE #4
M
ih
B1 I NEW 3 1/2"x18" GLB FLUSH BOTTOM
r PANTRY N) INTERIOR
WALLS PER AN
(N) WINDOW
\ 3X5
SHOWER
9'-6 1/2"
o
FASTEN EA. CEILING JOIST TO NEW FLUSH
BEAM w/ SIMPSON LUS26 OR LUS26-2
HANGERS AS REQ'D. IF ANY TRIPLE JOISTS
OR FLUSH BEAMS EXIST, CONTACT M+K
FOR FURTHER EVALUATION. (TYP.)
C? N
SEE NOTE #4
a
9'-2 1/2"
T W.I.C.
NEW 5 1/4"x11 7/8" LVL FLUSH BOTTOM
PROVIDE SIMPSON CS16 STRAPS
\ ACROSS UNDERSIDE F CEILING JOIST SPLICES (13" END LENGTH) @
EXISTING POST FROM ROOF FRAMING EVERY THIRD BAY (TYP.)
FASTENED TO NEW BEAM w/ (3)3"x0.131"
TOENAILS (TYP.), IF MORE THAN (2) POSTS
FROM ABOVE EXIST, CONTACT M+K FORVG co CUT BACK EXISTING CEILING JOISTS AS OOM
FURTHER EVALUATION. REQUIRED FOR INSTALLATION OF NEW
r FLUSH TOP BEAM (TYP.)
4'-6"
T
BATH 16'-2" -
OA a 7 f,2.
(E) PRIMARY ENTRANCE
BUILDER/OWNER NO POST FROM
ROOF ABOVE TO BEAR ON NEW
FLUSH BEAM WITHIN 48" FROM
SUPPORT @ EXTERIOR WALL
i THIS END OF LVL MAY BE
N SLOPE CUT TO 4" MIN.
r DEPTH @ INNER EDGE OF
EXISTING EXTERIOR WALL &
i2 CUT SHALL NOT EXTEND
MORE 24" INTO THE SPAN.
EXISTING POST FROM ROOF FRAMING
FASTENED TO NEW BEAM w/ (3)3"x0.131"
TOENAILS (TYP.), IF MORE THAN (1) POST
FROM ABOVE EXIST, CONTACT M+K FOR
FURTHER EVALUATION.
EMERGENCY
ESCAPE ROUTE
1
STRUCTURAL NOTES:
NOTE #1: ALL EXISTING FRAMING SPECIFIED
ON PLAN SHALL BE VERIFIED IN FIELD (V.I.F.)
BY THE BUILDER OR NEW FRAMING SHALL BE
PROVIDED
NOTE #2: FASTEN NEW STUDS TO EXISTING w/
0.131"x3" NAILS @ 6" O.C. VERTICALLY
STAGGERED (TYP. @ NEW FRAMING)
NOTE #3: DESIGNED TO BE STRUCTURALLY
SOUND UPON COMPLETION OF WORK. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE ADEQUATE TEMPORARY SHORING/
BRACING OF EXISTING ELEMENTS INTENDED
TO REMAIN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT M+K IF ACTUAL
SITE CONDITIONS VARY FROM WHAT IS
DEPICTED ON THE CONSTRUCTION
DOCUMENTS.
NOTE #4: PROVIDE BLOCKING IN MAIN FLOOR
SYSTEM BELOW NEW POST DOWN TO
EXISTING DROPPED CRAWL GIRDER. PROVIDE
NEW 4x4 P.T. POST FROM EXISTING DROPPED
CRAWL GIRDER TO TOP OF NEW 24"x24"x8"
PLAIN CONC. PAD FTG. IN CRAWLSPACE.
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SMOKE DETECTOR
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CARBON MONOXIDE DETECTOR
iO
WINDOWS
ODOORS
EXISTING WALLS
_
DEMO WALLS
—
NEW WALLS
F— I
EXISTING FOUNDATION WALL
F
NEW FOUNDATION WALL
L-
NEW SLAB ON GRADE
G�,4 OF WAS11,
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FOR REMOVED BEARING ONLY
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REVISION
DATE
REASON FOR ISSUE
RESUB
Feb 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROPOSED FLOOR
PLANS
DESIGN
DATE
REVISION
01 /13/24
PROJECT
NUMBER
SCALE
1 /4"
= 1'-0"