APPROVED BLD-BLD2022-0578+REVISED_PAGES_ONLY.7.2022_9.10.44_PM+3095767 5HANDRAIL, GUARD AND
BALUSTERS TO CONFORM TO
I.R.C. OPENINGS SPACED
SUCH THAT A 4" SPHERE
CANNOT PASS THROUGH.
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M TREAD
RESIDENTIAL STAIRS TO BE
MIN. 36" (CLR) WIDE.
- 1 1/4" DIA. MIN; 2" DIA. MAX.
HANDRAIL w/ RETURNS TO
WALL.
TRIANGLE OF STEPS TO RAIL
OPENING SPACED SUCH THAT A
6" SPHERE CANNOT PASS THRU.
DBL. JOIST
(U.N.O.IN PLAN)
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LUS210 JOIST
HANGER
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- SIMPSON A35
EACH SIDE OF
STRINGERS
- (1) LAYER
-- 1/2" GWB
FIRE BLOCK BETWEEN STUD
3/4" MIN; BAYS AT WALLS IN CONTACT 2x12 STRINGERS
1 1/4" MAX. WITH STRINGERS. PER PLAN
NOSING 1/2" MIN. PLYWOOD
RISERS
j)
TYPICAL STAIR DETAIL
i 3/4" = 1'-0"
(: Y
A01
GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH
A SELF -CLOSING DEVICE. (R302.5.1)
A02
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER
THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE
IS 1/4:12. (R311.3.1 & 311.3.2)
A03
GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB
OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 & TABLE 302.6)
A04
COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF.
SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN
EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503)
A06
GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE
THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE
RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. (R312)
A07
STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES
OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN
TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH
AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6)
A10
DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF
METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502)
Al2
PILOTS, BURNERS, & SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING
THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE
GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE
RELIEF LINE PLUMBED TO OUTSIDE.
CLOSET ROD w/ VINYL COATED WIRE SHELF
A17
A18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
A19
TEMP. GLASS DOOR
A20
TEMP. GLASS WINDOW
A24
FIBERGLASS TUB w/ TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFICATIONS.
A25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
A28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR
DRAIN PER BUILDER/OWNER SPECS.
A35
HANDRAIL PER R311.7.8.
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
211011
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A5
PRINT DATE 9/7/2022 12:41:37 PM
NOTE!
CONTRACTOR TO FIELD VERIFY DIMENSIONS AND
FRAMING AND NOTIFY DESIGNER OF DISCREPENCIES
THAT REQUIRE DESIGN OR STRUCTRUAL MODIFICATIONS
FROM PLANS.
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
— — — — — — WALLS AND STRUCTURES TO BE REMOVED
A B
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1
- 7 3/8"
C
12' - 11 1 /2"
_—
NEW "0" CLEARANCE FIREPLACE
PER MANUF. SPEC.S -v
13'-0"
A�
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�P#j EME
SPACED TREX OR EQUIV.
OVER P.T. JOISTS AND
BEAMS PER STRUCTURAL
PLANS.
DOOR SCHEDULE -
1ST FLOOR
SYM. NO.
1 ST FLOOR
D1
WIDTH
1'- 8"
HEIGHT DOOR TYPE
6' - 8" SINGLE PANEL
COMMENTS
D2
2'- 4"
6' - 8"
SINGLE POCKET
Pocket door
D3
2'- 4"
6' - 8"
SINGLE PANEL
D4
13' - 0"
7' - 0"
DOUBLE SLIDING PATIO DOOR
TEMP. GLASS (U=0.28)
D6
T - 0"
6' - 8"
SINGLE ENTRY - CONTEMPORARY (TEMP.)
TEMP. GLASS (U=0.28)
D7
2'-8"
6-8"
SINGLE PANEL
D8
8' - 0"
7' - 0"
OVERHEAD GARAGE DOOR
ALUM. FRAME w/ TEMP. GLASS PANELS
D9
8'- 0"
7' - 0"
OVERHEAD GARAGE DOOR
ALUM. FRAME w/ TEMP. GLASS PANELS
WINDOW SCHEDULE - 1ST FLOOR
SYM. NO. WIDTH HEIGHT AREA , WINDOW TYPE U-VALUE
1ST FLOOR
1 3' - 0" 3' - 0" 9 SF PICTURE (FIXED) 10.30
2 3' - 0" 3' - 0" 9 SF PICTURE (FIXED) 10.30
Grand total 18 SF
COMMENTS I
- NEW 1T OPEN
DOUBLE SLIDER
5' - 9 3/8"
A19
DININ
D4
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7'-8"
GREAT ROOM
F—
yd0/f:1
5' - 8 1/4"
0
11-
GUARDRAIL
DEMO EXISTING CMU
FIREPLACE.
POSTS IN WALL PER
STRUCTURAL
D
9' - 8" T - 1 3/4"
NEW DECORATIVE
NON-STRUCTURAL TRIM WALL
5'-8"
E F G
NEW DECORATIVE NON-STRUCTURAL TRIM
D8 COD
KI C H E N
CABINET LAYOUT WADAg NOTE: INSTALL 5/8" TYPE "X GWB AT CEILING.
- --2' - 2 1/4"
D.W. BY OTHERS
2x3 WALL
�A04)
8'- 0 3/8"
25' - 7 1/4"
KEYNOTE SCHELDULE
KEY VALUE TEXT
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A03 00
--- STEEL BOLLARD
UNnR:1
M1307.3.1 .
5'-8"
T-9"
WASH'R
80 CFM
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V.T.O.�O
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REFRIG.
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UEF 3.35
- NOTE TO CONTRACTOR: A10
CENTER STOVE ON ISLAND - INIPu I GYICTInIr_ n00R
AND WINDOWS ON LEFT AND RIGHT 140 CFM WHOLE HOUSE FAN
OF STOVE PER CABINET PLAN. w/ TIMER. VENT TO OUTSIDE WALL.
5' - 6" 7' - 4 7/8" � 20' - 11 1 /2"
UNDERCUT DOOR
MIN. 1" FOR MAKEUP
AIR. M504.6.
A01
GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH
A SELF -CLOSING DEVICE. (R302.5.1)
A02
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER
THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE
IS 1/4:12. (R311.3.1 & 311.3.2)
A03
GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB
OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 & TABLE 302.6)
A04
COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF.
SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN
EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503)
A06
GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE
THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE
RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. (R312)
STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES
A07
OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN
TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH
AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6)
A10
DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF
METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502)
Al2
PILOTS, BURNERS, & SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING
THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE
GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE
RELIEF LINE PLUMBED TO OUTSIDE.
A17
CLOSET ROD w/ VINYL COATED WIRE SHELF
A18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
A19
TEMP. GLASS DOOR
A20
TEMP. GLASS WINDOW
A24
FIBERGLASS TUB w/ TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFICATIONS.
A25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
A28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR
DRAIN PER BUILDER/OWNER SPECS.
A35
HANDRAIL PER R311.7.8.
1ST FLOOR.
1/4" = 1'-0"
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REVISION
Sep 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
211011
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A6
PRINT DATE 9/7/2022 12:45:20 PM
FOUNDATION NOTES
• VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING
ANY WORK.
• GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY
THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING
CONCRETE.
• ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL.
FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF
FOOTINGS.
• TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL
NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN
MIN. DEPTH OF FOOTING BELOW FINISHED GRADE.
• FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE.
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
• UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR
BOLTS SHALL BE %" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE
WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL
HAVE A 3"x3"x.229" GALVANIZED WASHER.
• SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT.
• CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A
PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4)
• PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS.
(R406.3.2)
• PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED
GRANULAR FILL UNDER ALL CONCRETE SLABS.
• PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT
CONNECTIONS ARE IN PLACE.
• ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS
WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN.
• FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES
AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF
FOOTING TO FINISHED GRADE. (R406.1)
• SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT.
COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO
PROVIDE ACCURATE DIMENSION FOR OPENINGS.
00 0
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__-_-_-_-_-_-_-_-_-_-_---_ _-_---_-_-_ -_-_---------- _- - -------------------
c
S1 21'-2" +/- VERIFY
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
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ASSUMED 30 TALL
FOUNDATION WITH
--- -WIDE FOOTING -------------------------------------------- — — — — — — — — —
MIN VERIFY
ASSUMED 30" TALL
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
LEGEND
STEM WALL
— FOOTING
EXISTING
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
*24"x24"x8"
(2) #4 EA. WY.
F-02
24"x24'W"
(2) #4 EA. WY.
F-03
*36"x36"x8"
(3) #4 EA. WY.
F-04
42"x42"x8"
(4) #4 EA. WY.
F-05
30"x30"x8"
(3) #4 EA. WY.
F-06
*30"x30"x8"
(3) #4 EA. WY.
NOTE:
*EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
REVISION
Sep 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
211011
DESIGNED BY
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DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
S3
PRINT DATE 8/25/2022 7:45 AM
A B C D E F G
8.25.2022
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8'-2" ceiling height
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SCALE: 1 /4" = V-0"
SLAB
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ASS/ON
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
NOTE !
POINT LOAD ABOVE.
SOLID BLOCKING REQUIRED IN
FLOOR FRAMING
LEGEND
------1= CONCRETE WALL UNDER
-- -7 --- EXISTING CONCRETE
-------- WALL UNDER
EXISTING WALLS UNDER
WALLS/ FIXTURES OVER
FLOOR PERIMETER
FLOOR JOISTS
HEADERS & BEAMS
EXISTING HEADER & BEAMS
EXISTING
REMOVEL
REVISION
Sep 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PRINT DATE 8/25/2022 7:44 AM
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FLASHING.
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ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
NOTE !
P.L.
POINT LOAD ABOVE.
SOLID BLOCKING REQUIRED IN
FLOOR FRAMING
NOTE !
NO CHANGE TO EXISTING FLOOR
DECK OR SPANS
HEADER NOTE !
HEADERS NOT CALLED
OUT IN PLAN SHALL BE:
No__
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REVISION
Sep 08 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
211011
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
S5
PRINT DATE 8/25/2022 7:45 AM