HomeMy WebLinkAboutP_PlanSet_20221017_v2BUILDING CODE ANALYSIS
SUMMARY OF THE PROJECT:
CONVERT GARAGE INTO BEDROOMS. ALTER INTERIOR OF 1ST FLOOR PER PLAN. ESTABLISH
ADULT FAMILY HOME
APPLICABLE BUILDING CODES:
BUILDING 2018 INTERNATION RESIDENTIAL CODE N/A
FIRE 2018 INTERNATION FIRE CODE N/A
PLUMBING 2018 UNIFORM PLUMBING CODE N/A
MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE N/A
ELECTRICAL 2020 NATIONAL ELECTRIC CODE N/A
ACCESSIBILITY 2009 ICC/ANSI A117.1
STATE 2018 WA STATE ENERGY CODE N/A
OTHER 2018 WA VENT. & INDOOR AIR QUAL. CODE N/A
ZONING CLASSIFICATION:
R-6
OCCUPANCY CLASSIFICATION:
GROUP R
CONSTRUCTION TYPE:
TYPE V-B
SHEET INDEX
REVISIONS
A-100 FOUNDATION & FLOOR FRAMING PLANS
A-101 1ST FLOOR PLAN
CHIBSA & ERENA RESIDENCE
INTERIOR RENOVATION
& ADULT FAMILY HOME
2217 DUVALL AVE. NE
Renton, WA 98059
OWNER
LIYA CHIBSA & JOTI ERENA
2217 DUVALL AVE NE
KENT, WA 98059
DESIGNER:
GARVIDA DESIGN GROUP, LLC
12613 SE 237TH PLACE
KENT, WA 98031
206.261.2418
dangarvida@gmail.com
VICINITY MAP
PROJECT DIRECTORY
PARCEL #:032305-9266
LEGAL DESCRIPTION:LOT 2 OF CITY OF RENTON SHORT PLAT NO 49-82 RECORDING NO 8303289002 SD SHORT PLAT DAF TRACT A OF PLAT
FARRELLS 1ST ADD TGW N 97 FT OF E 200 FT OF FOLG -N 1/2 OF S 1/2 OF SE 1/4 OF NW 1/4 LY W OF C/L NEW CASTLE RD
LESS CO RD
PLAT BLOCK:
PLAT LOT:
LOT SIZE: 7,768 SF (0.18 ACRES)
C-1.0 SITE PLAN
ARCHITECTURAL
A-001 COVER PAGE & PROJECT INFORMATION
A-003 SITE PLAN & PROJECT INFO.
SITE LOCATION
GENERAL CONTRACTOR:
TO BE DETERMINED
A-301 ELEVATION VIEWS
A-002 GENERAL NOTES & SHEARWALL SCHEDULE
STRUCTURAL ENGINEER:
TECINSTRUCT, LLC
6830 NE BOTHELL WAY
SUITE C, PMB 181
KENMORE, WA 98028
206.553.9076
rheimisch@yahoo.com
A-401 SECTION VIEWS & WALL CONST'N DETAILS
BUILDING DEPARTMENT CONTACT:
CITY OF RENTON
PERMIT CENTER
1055 S. GRADY WAY,
RENTON, WA 98057
REVISIONS:
1 UPDATED 2018 PRESCRIPTIVE ENERGY WORKSHEET
Scale:
Project #:
Date:
Drawn by:
Checked by:LIYA CHIBSA & JOTI ERENA RESIDENCE INTERIOR RENOVATIONLIYA CHIBSA & JOTI ERENA2217 DUVALL AVE. NERENTON, WA 980592021-022
Jul.01.2021
Dan Garvida
Liya & Joti
AS NOTED
REVISIONS:
GARVIDA DESIGN
GROUP, LLC
Dan Garvida
206.261.2418
DanGarvida@gmail.com
OCT. 17.2022 1GENERAL NOTESA-002
THE BUILDING IN THIS PROJECT IS DESIGNED TO COMPLY WITH
THE WASHINGTON STATE ENERGY CODE, 2018 EDITION.
WINDOWS AND DOORS HEADERS SHALL BE INSULATED WITH A
MINIMUM OF R-10 INSULATION.
DESIGN PROFESSIONAL OR BUILDER SHALL COMPLETE AND POST
AN "INSULATION CERTIFICATION FOR RESIDENTIAL
CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO
FINAL INSPECTION.
A WRITTEN AIR LEAKAGE TEST REPORT SHALL BE SIGNED BY THE
TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR
PRIOR TO CALL FOR FINAL INSPECTION.
A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN
LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.
WHOLE HOUSE VENTILATION WILL OPERATE INTERMITTENTLY AT A
PERIOR OF 60 MINUTES EVERY 4-HOUR SEGMENT.
INSULATED PROVIDED:
ROOF/CELING R-49
VAULTED CEILING R-38
EXTERIOR WALLS R-21
WALLS INT. BELOW GRADE R-21
WALLS EXT. BELOW GRADE R-10
FLOOR R-38
SLAB ON GRADE R-10
GLAZING U-VALUE = 0.30
HVAC EQUIPMENT EFFICIENCY RATING HIGH. SLAB PERIMETER
INSULATION IS A WATER RESISTANT MATERIAL INSTALLED PER
MANUFACTURERS SPECIFICATIONS. CAULK, SEAL OR WEATHER-
STRIP ALL OPENINGS IN THE EXTERIOR WALLS AS APPROPRIATE
TO LIMIT AIR LEAKAGE. ALL GLASS DOORS ARE INSULATED SAFETY
GLASS. INSULATE WATER HEATERS WITH R-19 INSULATION WRAP
SPECIFIC TO THAT PURPOSE.
Ducts must be leak tested in accordance with WSU RS-33 using the
maximum duct leakage rates specified. Duct tightness must be verified by
either the postconstruction test or rough-in test per WSEC R403.3.3. Total
leakage must be less than or equal to 4 cfm per 100 s.f. of conditioned floor
area when tested at a pressure differential of 0.1”w.g. (25 Pa) across the
entire system.
Dwelling units to be tested and verified as having an air leakage rate not
exceeding 5 air changes per hour. Testing must be conducted with a
blower door at a pressure of 0.2”w.g. (50 Pascals).
Class I or II vapor retarders (i.e., sheet polyethylene or kraft-faced
fiberglass batts) are required on the interior side of walls per IRC R702.7
New construction can be isolated from the existing portion of the structure
for air leakage testing
1. This application is subject to the applicable requirements contained in the
2018 IBC and 2018 IRC, and the latest City Of Renton Codes, and any other local
codes that may apply; the 2018 WSEC and 2018 UFC. It is the responsibility of the
contractor to ensure compliance with the various provisions contained in these
ordinances.
2. Under-floor areas shall be ventilated by an approved mechanical means
or by openings in exterior foundation walls. Such openings shall have a net area of
not less than 1 sq. ft. for each 150 sq. ft. of under-floor area. Openings shall be
located as close to corners as practical and shall provide cross ventilation. the required
area of such openings shall be approximately equally distributed along the length
of at least two opposite sides. Provide unobstructed crawl space access, min. 18" x
24".
3. In rooms not provided with an operable window of 1.5 sq. ft. or greater, a
mechanical ventilation system, capable of providing 5 air changes per hour, shall be
provided.
4. Provide source specific and whole house ventilation as required by the 2018
IMC Ventilation and Indoor Air Quality Code.
5. Vent dryer, exhaust fans, and cooktop/range/hoods to the outside.
6. Draftstops shall be provided for usable space above and below a
concealed space of a floor-ceiling assembly and shall be installed so that the area
of the concealed space does not exceed 1,000 square feet. draftstopping shall divide
the concealed space into approximately equal areas.
7. Tile for shower shall be 6' above drain inlet with water resistant backing.
8. Install all prefabricated fireplaces, stoves and related assemblies in
accordance with UL approved manufacturer's specifications.
9. HVAC units: When hvac or water heaters are placed in an area
susceptible to moisture, all pilot lights, burners, switches or heating elements
shall be located 18" above the floor or slab. provide seismic anchor straps for all
water heaters.
10. Application and installation of insulation and vapor barriers shall comply
with State of Washington Thermal IInsulation Standards.
11. Glazing in compliance with the 2018 IBC. washington state safety glass law.
12. Safety glazing shall be installed in areas subject to human impact. Such
hazardous locations include:
a. Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the
door in a closed position and the bottom exposed edge of the glazing is less than 60
inches above the walking surface except when there is an intervening wall or other
permanent barrier between door and glazing.
b. Glazing in ingress or egress doors, except jalousies.
c. Glazing in storm doors.
General Notes
Heating unit to maintain 70 f at 3' above floor in accordance with the state
energy code for design temperatures.
Combustion air: Amended by ordinance.
When a gas furnace is installed in a confined space, or the space does not
meet the 1/20th rule, two openings must be provided into such space, one
within 12" of the floor and one within 12" of the ceiling. each opening shall have
a free area of at least 1 sq. in. per 1,000 b.t.u.h. of input when all air from inside
building is used, and with a minimum of 100 sq. in.
No warm air furnace shall be installed in any room with less than 12" wider than
the furnace, with a minimum working space of 3" along the sides, back, and top
of the furnace, and the clearances shall be provided for warm air furnaces in
accordance with the terms of their listing.
No warm air furnaces shall be installed in any bedroom, bathroom, closet, or
any confined space with access only to bathroom, closet, such rooms. The
access to furnace located in the attic or crawl space may be through a closet.
Heating Notes
13. Egress windows in every sleeping room shall have a min. net clear opening
of 5.7 sq. ft. the min. net clear opening height dimension shall be 24" min. net clear
opening width dimension of 20", and a finished sill height not more than 44" above the
floor.
14. All exterior wall glazing shall be double glazed and comply with 2018
Washington State Energy Code.
15. Provide fire blocking at all plumbing penetrations and at 10'-0" o.c.
intervals (horizontal and vertical) in all walls. fire stop between all interconnections
of concealed vertical and horizontal spaces. firestop in openings around vents,
pipes, ducts, chimneys, fireplaces, and similar openings which affords passage for
fire at ceiling and floor levels with noncombustible materials.
16. One handrail shall be provided at every stairway having four or more risers.
provide 2 handrails where indicated on plans. the top of handrails shall be placed
not less than 34" nor more than 38" above the nosing of treads. handgrip portion of
handrails shall be not less than 1 1/2" nor more than 2" in cross sectional
dimension and shall terminate in walls or newel posts.
17. Provide 1/2" thick sound attenuation board and blankets at all bathroom,
toilet room, and powder room walls and as noted on plans. provide sound attenuation
blankets at all bathroom, toilet room, and powder room floors and ceilings when that
room is above or below a habitable space.
18. Safety: contractor shall be responsible for all required safety precautions
and the methods, techniques, sequences, or procedures required to perform his
work.
19. Changes: contractor initiated changes shall be submitted in writing to
the architect and structural engineer for approval prior to fabrication or
construction. changes shown on shop drawings only will not satisfy this
requirement.
20. Drawings indicate general and typical details of construction. where
conditions are not specifically indicated but are of similar character to details
shown, similar details of construction shall be used, subject to review and approval
by the designer and/or engineer of record.
21. Protect adjacent property.
22. All new fenestration are NFRC certified.
Energy Notes:
R330 GENERAL NOTES (Adult Family Home):
R330.1 General. This section shall apply to all newly constructed adult family homes and all existing single family homes being converted
to adult family homes. This section shall not apply to those adult family homes licensed by the state of Washington department of social
and health services prior to July 1, 2001.
R330.2 Reserved.
R330.3 Sleeping room classification. Each sleeping room in an adult family home shall be classified as:
1. Type S -Where the means of egress contains stairs, elevators, or platform lifts.
2. Type NS1 -Where one means of egress is at grade level or a ramp constructed in accordance with R330.9 is provided.
3. Type NS2 -Where two means of egress are at grade level or ramps constructed in accordance with R330.9 are provided.
R330.4 Types of locking devices and door activation.All bedroom and bathroom doors shall be openable from the outside 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 grasping, pinching or twisting of the wrist. Pocket doors shall have graspable hardware available when in
the closed or open position.
The force 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 outside mechanisms when exiting the building allowing reentry into the adult
family home without the use of a key, tool or special knowledge.
R330.5 Smoke and carbon monoxide alarm requirements.All adult family homes shall be equipped with smoke and carbon monoxide
alarms installed as required in Sections R314 and R315.1. Alarms shall be installed in such a manner so that the detection device
warning is audible from all areas of the dwelling upon activation of a single alarm.
R330.6 Escape windows and doors.Every sleeping room shall be provided with emergency escape and rescue windows as required by
Section R310. No alternatives to the sill height such as steps, raised platforms or other devices placed by the openings will be approved
as meeting this requirement.
R330.7 Fire apparatus access roads and water supply for fire protection.Adult family homes shall be served by fire apparatus
access roads and water supplies meeting the requirements of the local jurisdiction.
R330.8 Grab bar general requirements.Where facilities are designated for use by adult family home clients, grab bars for water closets,
bathtubs, and shower stalls shall be installed according to this section.
R330.8.1 Grab bar cross section.Grab bars with a circular cross section shall have an outside diameter of 1 1/4 inch minimum and 2
inches maximum. Grab bars with noncircular cross section shall have a cross section dimension of 2 inches maximum and a perimeter
dimension of 4 inches minimum and 4 5/8 inches maximum.
R330.8.2 Grab bar installation.Grab bars shall have a spacing of 1 1/2 inch between the wall and the bar. Projecting objects, control
valves and bathtub or shower stall enclosure features above, below and at the ends of the grab bar shall have a clear space of 1 1/2 inch
to the grab bar. EXCEPTION:Swing-up grab bars shall not be required to meet the 1 1/2 inch spacing requirement.
Grab bars shall have a structural strength of 250 pounds applied at any point on the grab bar, fastener, mounting device or
supporting structural member. Grab bars shall not be supported directly by any residential grade fiberglass bathing or showering unit.
Acrylic bars found in bathing units shall be removed.
Fixed position grab bars, when mounted, shall not rotate, spin or move and have a graspable surface finish.
R330.8.3 Grab bars at water closets.Water closets shall have grab bars mounted on both sides. Grab bars can be a combination of
fixed position and swing-up bars. Grab bars shall meet the requirements of Section R330.8. Grab bars shall mount between 33 inches
and 36 inches above floor grade. Centerline distance between grab bars, regardless of type used, shall be between 25 inches minimum
and 30 inches maximum.
R330.8.3.1 Fixed position grab bars.Fixed position grab bars shall be a minimum of 36 inches in length and start 12 inches from the
rear wall.
R330.8.3.2 Swing-up grab bars. Swing-up grab bars shall be a minimum of 28 inches in length from the rear wall.
R330.8.4 Grab bars at bathtubs.Horizontal and vertical grab bars shall meet the requirements of Section R330.8.
R330.8.4.1 Vertical grab bars.Vertical grab bars shall be a minimum of 18 inches long and installed at the control end wall and head
end wall. Grab bars shall mount within 4 inches of the exterior of the bathtub edge or within 4 inches within the bathtub. The bottom end of
the bar shall start between 36 inches and 42 inches above floor grade. EXCEPTION: The required vertical grab bar can be substituted
with a floor to ceiling grab bar meeting the requirements of Section R325.8 at the control end and head end entry points.
R330.8.4.2 Horizontal grab bars.Horizontal grab bars shall be provided at the control end, head end, and the back wall within the
bathtub area. Grab bars shall be mounted between 33 inches and 36 inches above floor grade. Control end and head end grab bars shall
be 24 inches minimum in length. Back wall grab bar shall be 36 inches minimum in length.
R330.8.5 Grab bars at shower stalls.Where shower stalls are provided to meet the requirements for bathing facilities, grab bars shall
meet the requirements of Section R330.8. EXCEPTION: Shower stalls with permanent built-in seats are not required to have vertical or
horizontal grab bars at the seat end wall. A vertical floor to ceiling grab bar shall be installed within 4 inches of the exterior of the shower
aligned with the nose of the built-in seat.
R330.8.5.1 Vertical grab bars.Vertical grab bars shall be 18 inches minimum in length and installed at the control end wall and head end
wall. Vertical bars shall be mounted within 4 inches of the exterior of the shower stall or within 4 inches inside the shower stall. The
bottom end of vertical bars mount between 36 inches and 42 inches above floor grade.
R330.8.5.2 Horizontal grab bars.Horizontal grab bars shall be installed on all sides of the shower stall mounted between 33 inches and
36 inches above the floor grade. Horizontal grab bars shall be a maximum of 6 inches from adjacent walls. Horizontal grab bars shall not
interfere with shower control valves.
R330.9 Ramps. All interior and exterior ramps, when provided, shall be constructed in accordance with Section R311.8 with a maximum
slope of 1 vertical to 12 horizontal. The exception to Section R311.8.1 is not allowed for adult family homes. Handrails shall be installed in
accordance with Section R330.9.1.
R330.9.1 Handrails for ramps.Handrails shall be installed on both sides of ramps between the slope of 1 vertical to 12 horizontal and 1
vertical and 20 horizontal in accordance with Sections R311.8.3.1 through R311.8.3.3.
R330.10 Stair treads and risers.Stair treads and risers shall be constructed in accordance with Section R311.7.5. Handrails shall be
installed in accordance with Section R330.10.1.
R330.10.1 Handrails for treads and risers.Handrails shall be installed on both sides of treads and risers numbering from one riser to
multiple risers. Handrails shall be installed in accordance with Sections R311.7.8.1 through R311.7.8.4.
R330.11 Shower stalls.Where provided to meet the requirements for bathing facilities, the minimum size of shower stalls for an adult
family home shall be 30 inches deep by 48 inches long.
DUVALL AVE NESTORAGE
(144 SF)
CONCRETE PAD
(823 SF)
DECK
(120 SF)
MAIN HOUSE & EXISTING GARAGE
(2167 SF)
SIDEWALK (116 SF)EXISTING DRIVEWAY
(429 SF)
TOTAL = 3,799 SF
20.01'30' - 0"30' - 0"20.02'80.00'97.10'80.00'36.00'10.00'10.50'9.00'9.60'22.00'40.00'12.50'21.00'2.00'14.25'21.75'22.00'37.10'6.50'49.00'
EXISTING GARAGE TO
BE CONVERTED INTO
BEDROOMS
PARKING 1PARKING 219' - 6"
Scale:
Project #:
Date:
Drawn by:
Checked by:LIYA CHIBSA & JOTI ERENA RESIDENCE INTERIOR RENOVATIONLIYA CHIBSA & JOTI ERENA2217 DUVALL AVE. NERENTON, WA 980592021-022
Jul.01.2021
Dan Garvida
Liya & Joti
AS NOTED
REVISIONS:
GARVIDA DESIGN
GROUP, LLC
Dan Garvida
206.261.2418
DanGarvida@gmail.com
OCT. 17.2022 1SITE PLAN & PROJECT INFORMATIONA-003
SCALE: 1" = 10'-0"1 SITE PLAN
SCOPE OF PROJECT:
CONSTRUCT 2ND FLOOR ADDITION AND ALTER 1ST FLOOR PER PLAN.
ESTABLISH ADULT FAMILY HOME
OWNER:
LIYA CHIBSA & JOTI ERENA
2217 DUVALL AVE NE
KENT, WA 98059
LOT DESCRIPTION:
LOT 2 OF CITY OF RENTON SHORT PLAT NO 49-82 RECORDING NO 8303289002
SD SHORT PLAT DAF TRACT A OF PLAT FARRELLS 1ST ADD TGW N 97 FT OF E 200
FT OF FOLG -N 1/2 OF S 1/2 OF SE 1/4 OF NW 1/4 LY W OF C/L NEW CASTLE RD
LESS CO RD
ZONING:
R-6
PARCEL ID:
032305-9266
AREA OF COVERAGE:
LOT AREA:= 7,768 SF (0.18 ACRES)
AREAS:
MAIN FLOOR, EXISTING = 1,710 SF
GARAGE, EXISTING TO BE CONVERTED = 460 SF
--------------------------------
LOT COVERAGE:
BUILDING = 2,170 SF (27.93%)
IMPERVIOUS SURFACE
BUILDING, EXISTING = 1,710 SF
CONVERTED GARAGE = 460 SF
DRIVEWAY & SIDEWALK, EXISTING = 545 SF
DECK, EXISTING = 120 SF
STORAGE, EXISTING = 144 SF
CONCRETE PAD, REAR, EXISTING = 823 SF
---------------------------------
= 3,802 SF (48.94%)
PROJECT INFORMATION:
1 2 3 4 5
A
B
C
D
57' - 0"14' - 9"23' - 3"22' - 0"5' - 0"13' - 0"34' - 0"1
A-401 EXISTING FLOOR JOISTS TO REMAINEXISTING FLOOR JOISTS TO REMAINEXISTING FLOOR JOISTS TO REMAIN21' - 0"
2X10 DF#2 @ 16" O.C.
4X P.T. SLEEPERS
STAGGERED FASTENED
TO EXIST. CONC. FLOOR
SLAB WITH 1/2" A.B. @ 24" O.C.
2" DIA. SCREENED
VENTS
-
---
Scale:
Project #:
Date:
Drawn by:
Checked by:LIYA CHIBSA & JOTI ERENA RESIDENCE INTERIOR RENOVATIONLIYA CHIBSA & JOTI ERENA2217 DUVALL AVE. NERENTON, WA 980592021-022
Jul.01.2021
Dan Garvida
Liya & Joti
AS NOTED
REVISIONS:
GARVIDA DESIGN
GROUP, LLC
Dan Garvida
206.261.2418
DanGarvida@gmail.com
OCT. 17.2022 1FOUNDATION & FLOOR FRAMINGPLANSA-100
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN, EXISTING & NEW
WH
1 2 3 4 5
A
B
C
D36.00'57' - 0"21' - 6"14' - 6"4' - 0"
21' - 0"22' - 0"5' - 0"6' - 0"7' - 0"6' - 0"2' - 0"2' - 0"3' - 6"5' - 11"
8' - 8"1' - 6"161 SF
Bedroom - A
99 SF
(n) Bedroom - B
98 SF
(n) Bedroom - C
70 SF
(n) Den/Office
126 SF
(n) Bedroom - D
111 SF
(e) Bedroom - E
113 SF
Bedroom - F
48 SF
(r) Bathroom - 1
42 SF
Restroom
57 SF
(e) Bathroom - 2
113 SF
(e) Kitchen
102 SF
(e) Dining Room219 SF
(e) Living Room
400 SF
(n) Common Area
roll-in
shower
NEW
WORK DESK
WALLS TO DEMO
(DASHED) TYPICAL
NEW WALLS
(HATCHED)
STACKED WASH/DRY
STACKED WASH/DRY
5' - 2 3/4"NEW
CLOSET
NEW WALL
NEW WINDOWNEW WINDOW NEW WINDOW
EXISTING DECK 12' - 0"14' - 0"
12' - 0"8' - 0"CLOSET CLOSET CLOSET
CLOSETCLOSET
CLOSET
REMOVE DOUBLE DR.
EXISTING
FIREPLACE
EXISTING DECK
NEW ROLL-IN
SHOWER
7' - 6"
2' - 11 1/4"2' - 9 1/2"4' - 8"
1
A-401
IN-FILL OPENING
MATCH EXISTING
FINISHES
50 CFM, V.T.O.
50 CFM, V.T.O.
50 CFM, V.T.O.
EXIST. EXHAUST VENT
DEMO WALL
(DASHED)
REMOVE SECTIONAL
GARAGE DOOR
IN-FILL OPENING
NEW WALL
(HATCHED, TYP.)
60"X48", U=.3060"X48", U=.3048"X48", U=.301' - 6"
36" AFF, GRAB BAR
PROVIDE SOLID BLOCKING
TYPICAL
GRAB BAR
PROVIDE SOLID BLOCKING
CLOSET
48"X80 BI-PASS
48"X80 BI-PASS48"X80 BI-PASS
48"X80 BI-PASS48"X80 BI-PASS
10' - 9"10' - 3"8' - 11"12' - 7"36"X80"
36"X80"36"X80"
24"X80"
36"X80"
36"X80"
36"X80"
36"X80"
60"X80"
-
---
EGRESS
EGRESS, EXIST.EGRESS, EXIST.EGRESS, EXIST.EGRESSEGRESS, EXIST.EXIST. WINDOW
TEMPERED
4' - 10"5' - 0"
REPLACE W/H WITH
TANKLESS NAVIEN NPE210S
EXIST.
FURN.
Scale:
Project #:
Date:
Drawn by:
Checked by:LIYA CHIBSA & JOTI ERENA RESIDENCE INTERIOR RENOVATIONLIYA CHIBSA & JOTI ERENA2217 DUVALL AVE. NERENTON, WA 980592021-022
Jul.01.2021
Dan Garvida
Liya & Joti
AS NOTED
REVISIONS:
GARVIDA DESIGN
GROUP, LLC
Dan Garvida
206.261.2418
DanGarvida@gmail.com
OCT. 17.2022 11ST FLOOR PLANA-101
SCALE: 1/4" = 1'-0"1 1ST FLOOR PLAN
FLOOR PLAN & GENERAL NOTES:
1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL.
CONTACT THE SUPERINTENDENT WITH ANY CONFLICTS IN THE DRAWINGS BEFORE BEGINNING
WORK.
2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF
THE SUB-CONTRACTORS. EACH SUB-CONTRACTOR SHALL REPORT TO THE SUPERINTENDENT ANY
DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS.
3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2018 INTERNATIONAL
RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES,
ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF
WORK.
4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK
NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION
TO COMPLETE THEIR SCOPE OF WORK.
5. SMOKE DETECTORS: ALTERATIONS, REPAIRS & ADDITIONS -SMOKE DETECTORS SHALL BE
INTERCONNECTED & HARD-WIRED THROUGHOUT.
6. ALL HEADERS TO BE 4 X 8 DF#2 UNLESS OTHERWISE NOTED.
7. FIRE BLOCK ALL PLUMBING AND ELECTRICAL PENETRATIONS.
8. FINISH ALL WALLS AND CEILING WITH 1/2 " GWB
9. ALL WINDOWS MUST NOT EXCEED 44" FROM FLOOR TO SILL.
10. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE
THERMOSTAT FOR THE REGULAR TEMPERATURE.
11. MINIMUM 50% OF ALL INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES. ALL
EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINARIES.
12. MECHANICAL WHOLE HOUSE VENTILATION SYSTEM IS BEING PROVIDED BY AN EXISTING
SYSTEM INTEGRATED WITH FORCED-AIR SYSTEMS.
13 PROVIDE 4 SQUARE INCHES MINIMUM FRESH AIR INLET IN EACH BEDROOM AND EACH LIVING
SPACE. 7' MINIMUM CEILING HEIGHT FOR HABITABLE SPACE.
.
15. ALL DOOR HARDWARE MUST BE EQUIPPED WITH LEVER LOCK. EXTERIOR ENTRY DOOR MUST
BE SINGLE ACTION LEVER LOCK WITH DEADBOLT.
LEGEND:
(e)EXISTING TO REMAIN
(n)NEW
SD SMOKE DETECTOR
CM CARBON MONOXIDE
EXISTING EXTERIOR AND INTERIOR WALLS TO REMAIN
EXISTING EXTERIOR AND INTERIOR WALLS TO BE DEMOLISHED
NEW EXTERIOR AND INTERIOR WALLS
1
1
Level 1
100' -0"
Level 1 ToP
109' -0"
ABCD
9' - 0"Ridgeline
116' -3 1/4"
Foundation
99' -0"6' - 8"Level 1
100' -0"
Level 1 ToP
109' -0"
12345
Ridgeline
116' -3 1/4"
Foundation
99' -0"
Level 1
100' -0"
Level 1 ToP
109' -0"
1 2 3 4 5
Ridgeline
116' -3 1/4"
Foundation
99' -0"
Level 1
100' -0"
Level 1 ToP
109' -0"
A B C D
Ridgeline
116' -3 1/4"
Foundation
99' -0"
Scale:
Project #:
Date:
Drawn by:
Checked by:LIYA CHIBSA & JOTI ERENA RESIDENCE INTERIOR RENOVATIONLIYA CHIBSA & JOTI ERENA2217 DUVALL AVE. NERENTON, WA 980592021-022
Jul.01.2021
Dan Garvida
Liya & Joti
AS NOTED
REVISIONS:
GARVIDA DESIGN
GROUP, LLC
Dan Garvida
206.261.2418
DanGarvida@gmail.com
OCT. 17.2022 1ELEVATIONS
A-301
SCALE: 1/4" = 1'-0"1 East
SCALE: 1/4" = 1'-0"2 North
SCALE: 1/4" = 1'-0"3 South
SCALE: 1/4" = 1'-0"4 West
Level 1
100' -0"
Level 1 ToP
109' -0"
1 2 3
Foundation
99' -0"
R-38 INSUL.
R-49 INSUL.
R-21 RIGID
INSULATION
EXISTING FDN.
EXISTING. FLOOR SLAB
MAINTAIN MIN. 1" CROSS VENTILATION
4X P.T. SLEEPERS, STAGGERED
Scale:
Project #:
Date:
Drawn by:
Checked by:LIYA CHIBSA & JOTI ERENA RESIDENCE INTERIOR RENOVATIONLIYA CHIBSA & JOTI ERENA2217 DUVALL AVE. NERENTON, WA 980592021-022
Jul.01.2021
Dan Garvida
Liya & Joti
AS NOTED
REVISIONS:
GARVIDA DESIGN
GROUP, LLC
Dan Garvida
206.261.2418
DanGarvida@gmail.com
OCT. 17.2022 1SECTION VIEWS & WALLCONSTRUCTION DETAILSA-401
SCALE: 1/4" = 1'-0"1 SECTION 1