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SCALE: 6" = 1'-01,
76th AVE W
011
011
SCOPE OF WORK
NEW WALL PER PLANS; NEW DOORS
PER PLAN; NO EXTERIOR CHANGES;
NO WINDOW CHANGES
TEAM
OWNER & ADDRESS OF PROPERTY
FABIAN QUIROGA
9804 LAKE CITY WAY NE
SEATTLE 98125
PHONE:
CONTACT
EMAIL
PLANS PREPERATION
ARETE DESIGN
12041 22nd AVE NE
SEATTLE, WA. 98125
PH: 206 365 2724
CELL: 206 499 2814
CONTACT: JOE LUCKEY
luckeyjo@gmail.com
STRUCTURAL ENGINEER
BUILDING DEPARTMENT
CITY OF EDMONDS
GENERAL CONTRACTOR
TBD
CODES USED
International Building Code
International Fire Code
International Mechanical Code
Uniform Plumbing Code
Washington State Energy Code
Washington State Indoor Air Quality Code
2018 IEBC for architectural and structural
2018 Energy Code (WSEC)
OCCUPANTLOAD
1829 S.F. / 100 FT PER OCCUPANT =
18 OCCUPANTS
ENTIRE BUILDING TO SERVICE ONE
TENANT FOR OFFICES
LAND USE INFORMATION
ADDRESS:
PARCEL NUMBER:
LEGAL DESCRIPTION
ZONING:
LOT SIZE:
BUILDING FOOTPRINT:
DRIVEWAY:
SIDEWALKS:
IMPERVIOUS SURFACE
OPEN SPACE:
FILL (CU.FT.)
USE EXCAVATION
SPOILS, IMPORT BALANCE
18604 76TH AVE W, EDMONDS, WA
00434600010302
EDMONDS SEA VIEW TRACTS
BLK 000 D-02 N 10OFT LOT 103
LESS ELY 1OFT THOF DEEDED
TO CITY OF EDMONDSPER
QCD 486-517
EDMONDS, SNOHOMISH COUNTY, W
SINGLE FAMILY
19,166 S.F.
NO CHANGES
NO CHANGES
NO CHANGES
NO CHANGES
NO CHANGES
NO CHANGES
NO CHANGES
NO CHANGES
BUILDING CRITERIA
BUILDING SETBACKS:
FRONT AVERAGE
ALLOWABLE BUILDING HGT.:
SEISMIC ZONE: 3
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
EXTERIOR BEARING WALLS:
INTERIOR WALLS:
FLOOR JOISTS:
ROOFS:
HEAT TYPE:
FRONT 20'
REAR 25 FEET
SIDE 5 FEET N
30 FEET
WIND EXPOSURE:
SINGLE FAMILY
V-B (20181RC)
PER STR.
PER STR.
SEE STR . PLAN
R-49 OR GREATER
DUCTLESS HEAT PUMP
BUILDING AREA ANALYSIS
EXISTING NET NEW
BASEMENT (EXISTING)
N/A
N/A
MAIN FLOOR:
1,829 S.F.
N/A
1,440 S.F.
UPPER FLOOR
N/A
N/A
TOTAL:
1,440 S.F.
DECKS / PORCHES:
N/A
N/A
N/A
N/A
GARAGE
MECH. CODE:
WITH DISCRETE FANS AT BATHS, KITCHEN & UTILITY ROOM
BATHS = 50 CFM OR BETTER
UTILITY = 50 CFM OR BETTERS
EXISTING WILL SERVICE
HEATING SYSTEM SUMMARY:
PRIMARY HEATING FOR THE ( E) BASEMENT & EXSITNG MAIN FLOOR AND
ADDITION AT MAIN FLOOR PROVIDED WITH (E) 92.8%
HIGH SYSTEM;
ENERGY CODE: EXISTINGICIENCY BA EBOARDCELECTRIC; NO CHANGES EXISTING WILL SERVICE
PRESCRIPTIVE PATH REQUIREMENTS FOR
GROUP R OCCUPANCY CLIMATE ZONE 5 & MARINE 4,
GAS: PER TABLE R402.1.1; INSULATION AND
FENESTRATION REQUIREMENTS BY COMPONENT;
HOT WATER TANK: NO CHANGES
ENERGY CREDITS; NO CHANGES
UNLIMITED GLAZING @ 0.30- "U"
FOR ALL FOR ALL WINDOWS
HORZ ( SKYLT ) 0.50- "U"
NEW EXT. DOORS 0.30 FOR GLAZING
FLAT CEILINGS R-49 OR BETTER
VAULTED CEILING R-38 HD;
ABOVE GRADE ( OPAQUE ) WALLS @ R-21
ENERGY NOTES
NO CHANGES.
LOT AREA COVERAGE AREA (SU
LOT AREA 19,166 S.F.
NO CHANGES
PRESCRIPTIVE PATH REQUIREMENTS FOR GROUP R OCCUPANCY
CLIMATE ZONE 5 & MARINE 4 , PER TABLE R402.1.1;
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
VENTILATION SYSTEM SUMMARY:
NO CHANGES
HOT WATER SUMMARY:
WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:
GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.58
NO CHANGES
CONTINUOUS WHOLE HOUSE VENTILATION USING EXHAUST FANS
NO CHANGES
�TM=
DESIGNS
12041 22 N D AVE NE
SEATTLE, WA. 98125
206 365 2724 vice
206 499 2814 cell
luckeyjo@comcast.net
CONSULTANT STAMP
PROJECT INFO
PROJECT #:LEDER ADDITION
DRAWN BY: ARETE'
RELEASE DATE
MARK DATE DESCRIPTION
X XX.XX.XX XXXXXXXX
SET NOTES
PRINT DATE 4/16/2021
PRINT TIME 4:48 PM
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SCALE: 1" = 20'
GENERAL NOTES
NOTES AND SPECIFICATIONS APPLY TO WORK PERFORMED, AND DO NOT APPLY TO AREAS THAT
ARE NOT DISTURBED.
THE GENERAL CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL WORK PERFORMED ON THE
SITE, WHETHER BY SUBCONTRACTORS, TENANTS OR OTHERS.
THE GENERAL CONTRACTOR, SUBCONTRACTORS AND MANUFACTURER SHALL COMPLY WITH
THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE, OREGON STRUCTURAL
SPECIALTIES CODE, AND ALL ADDITIONAL STATEAND LOCAL CODE REQUIREMENTS. THE
CONTRACTOR/MANUFACTURER SHALLASSUME FULL RESPONSIBILITY FOR ANY WORK
KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES OR REGULATIONS.
THE GENERAL CONTRACTOR SHALL PERFORM COORDINATION WITH ALL UTILITY COMPANIES AND
STATE SERVICE AUTHORITIES.
WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THE MANUFACTURER AND CONTRACTOR SHALL VERIFY AND ARE RESPONSIBLE FOR ALL
DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY
ARETE' DESING WITH ANY VARIATIONS FROM THESE DRAWINGS.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DISTRIBUTION OF DRAWINGS TO ALL
SUBCONTRACTORS, AND ALL WORK IS BASED ON THE LATEST ISSUE OF DRAWINGS. ALL
STAMPED DRAWINGS ISSUED BY ARETE' DESING TO BE CONSIDERED CONTRACT DOCUMENTS
THE GENERAL CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE FOR THE DESIGN AND
PROPER FUNCTION OF THE PLUMBING, MECHANICAL, EQUIPMENT, AND ELECTRICAL SYSTEMS.
THE GENERAL CONTRACTOR AND MANUFACTURER SHALL NOTIFY ARETE' DESING WITH ANY
PLAN CHANGES REQUIRED FOR THE PROPER DESIGN AND FUNCTION OF THESE SYSTEMS.
ARETE' DESING SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS
OR OMISSIONS OF THE GENERAL CONTRACTOR, SUB -CONTRACTOR, OR MANUFACTURER, OR
FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS. ANY ERROR OR OMMISSION DISCOVERED IN THE CONSTRUCTION DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF ARETE' DESING BY WRITTEN NOTICE BEFORE
PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED ARETE' DESING TO CORRECT THE
ERROR OR OMMISSION SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT
UPON THE CONTRACTOR AND MANUFACTURER.
SEE STRUCTURAL DRAWINGS SHEETS FOR STRUCTURAL NOTES, MATERIALAND INSPECTION
REQUIREMENTS, AND TYPICAL DETAILS OF CONSTRUCTION NOT SPECIFICALLY REFERENCED IN
THESE NOTES.
ALL MATERIALSAND WORKMANSHIP SHALL BE NEW AND THE BEST OF ITS CLASS AND KIND
DO NOT INSTALL MATERIALS OR COMPLETE ASSEMBLIES WHICH MAY HARBOR, CONTAMINATE, OR
OTHERWISE BE A SOURCE OF HARMFUL CHEMICALS, OR THAT MAY CAUSE CORROSION, ROT OR
DAMAGE TO INHABITANTS, SITE OR OTHER PORTIONS OF THIS OR OTHER BUILDING(S).
PROCURE, STORE, INSTALL & FINISH ALL MATERIALS AND ASSEMBLIES IN ACCORDANCE TO
MANUFACTURER'S SPECIFICATIONS, INSTALLATION MANUALS AND OPERATING INSTRUCTIONS.
PROVIDE COPIES OF ALL MANUFACTURER'S SPECIFICATIONS AND INSTALLATION MANUALS TO
ARETE' DESING AND OWNER IN ASSEMBLED PROJECT CLOSE-OUT BINDER.
THE SITE AND BUILDINGS ARE NOT KNOW TO HAVEASBESTOS OR OTHER HARMFUL MATERIALS
OR CHEMICALS. NO TESTING FOR ANY HARMFUL MATERIALS HAS BEEN DONE BY ARETE' DESING
NOTIFY ARETE' DESING IMMEDIATELY IF A HARMFUL SUBSTANCE IS SUSPECTED OR KNOWN TO
EXIST. ALL HARMFUL MATERIALS ARE TO BE TESTED FOR AND OR ABATED PER REQUIREMENTS
OF LAW BY LICENSED COMPANY. ARETE' DESING IS NOT RESPONSIBLE FOR UNWARY
PRACTICES BY CONTRACTOR.
ALL SUB -CONTRACTORS SHALL COOPERATE WITH EACH OTHER IN THE VARIOUS PARTS OF THE
WORK SO THAT THE WORK OF ONE WILL NOT BE DELAYED MORE THAN ABSOLUTELY NECESSARY
BY THE WORK OF ANOTHER.
EACH SUB -CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES, FROM TIME TO
TIME, ALL WASTE MATERIALS AND DEBRIS WHICH MAYACCUMULATE IN THE BUILDING OR ABOUT
THE PREMISES AS A RESULT OF HIS WORK.
EACH SUB -CONTRACTOR SHALL MAINTAIN INSURANCE AS STATED UNDER THE WORKMAN'S
COMPENSATION ACT AND APPROPRIATE PUBLIC LIABILITY.
ON -SITE VERIFICATION OF ALL CONDITIONS AND LOCATING OF BUILDING OR BUILDINGS ON THE
PROPERTY, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
THE GENERAL CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK
IN ORDER TO BECOME FAMILIAR WITH ALL THE CONDITIONS UNDER WHICH THE WORK IS TO BE
PERFORMED.
IF WORK CANNOT BE EXECUTED PER DRAWINGS, CONFER WITH ARETE' DESING FOR OTHER
SOLUTION(S) PRIOR TO PROCEEDING.
THE CONTRACTOR IS RESPONSIBLE FOR THE ABILITY OF HIS CHOSEN SUBCONTRACTORS TO
COMPLETE THE WORK AS SPECIFIED AND PROVIDE WARRANTIES FOR ALL WORK.
SUBMITTALS
PROVIDE ARETE' DESING OF EACH FINISH MATERIALAS SPECIFIED. SAMPLE MUST BE FROM
SAME LOT AS LOT ORDERED, IF APPLICABLE.
SUPPLY MINIMUM 6" X 6" SUBMITTAL WITH FINISH COATINGS AS SPECIFIED, IF APPLICABLE.
PAINT: PROVIDE DRAW -DOWNS OF EACH PAINT COLOR AND TYPE AS SPECIFIED. PROVIDE TX 3'
MOCK-UP ON SITE OF APPROVED PAINT COLORS ON APPLICABLE WALLS ON SITE. ARETE'
DESING AND OWNER(S) TO APPROVE OF COLORS PRIOR TO FINAL APPLICATION.
FABRICS: ORDER FABRICS OR PLACE ON -HOLD AT THE INCEPTION OF PROJECT. ORDER
CUTTINGS AND PROVIDE TO ARETE' DESING FOR APPROVAL. FABRICS TO BE FROM SAME DYE
LOT AS APPROVED CUTTING. ORDER ENOUGH FABRIC FOR PROPER ALIGNMENT ON FINISHED
PIECES.
SUBSTITUTIONS
NO SUBSTITUTIONS OF PROPRIETARY SPECIFICATIONS WILL BE ALLOWED UNLESS SUBMITTED
TO ARETE' DESING IN SUFFICIENT TIME FOR REVIEW, AND APPROVED BY ARETE' DESING.
SUBMIT LITERATURE AND SAMPLES.
EXCAVATINGAND GRADING GENERAL NOTES
VERIFY SLOPE OF EXISTING TOPOGRAPHY.
REMOVE ALL EXISTING OBSTRUCTIONS THAT MAY INCLUDE FOOTINGS, SLABS, TREES, ROCKS,
ROOTS, ETC.
PROVIDE 3RD PARTY ENGINEER'S REPORT ON SOILS AFTER EXCAVATION, SEE ENGINEER'S NOTE
PAGE S1.0.
SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ. TO 1 VERT. BETWEEN FOOTINGS AT
DIFFERENT ELEVATIONS.
FILL, PUDDLE AND TAMP UNDER ALL SLABS TO THE PROPER ELEVATION, AS NOTED.
ALL BACKFILL SHALL BE TAMPED OR COMPACTED IN 6" LAYERS WHERE NECESSARY. FOR
STRUCTURAL FILL, SEE ENGINEER'S DRAWINGS AND CALCULATIONS.
ALL BACKFILL SHALL BE RETURNED IN ACCORDANCE WITH THE LANDLORD'S CRITERIA.
ANY FILL OVER 12" MUST BE COMPACTED WITH ENGINEER'S COMPACTION REQUIREMENTS
DO NOT BACKFILL FOUNDATION WALLS UNTIL FOUNDATION WALLS HAVE ACHIEVED DESIGN
STRENGTH AS LISTED IN STRUCTURAL NOTES.
ALL SURPLUS EARTH NOT USED FOR BACKFILL OR SITE GRADING SHALL BE REMOVED FROM
SITE.
ALL SURFACE DRAINAGE OF LOT TO BE CONDUCTED TO STREET VIA 2% GRADE OR
UNDERGROUND DRAIN LINES. SEE PLOT PLAN.
ROOF GUTTER AND DOWNSPOUT DRAINAGE TO BE CONDUCTED TO STORMWATER MITIGATION
SYSTEMS. SEE SITE PLAN & SPECIFICATIONS.
CONCRETE AND FOUNDATION GENERAL NOTES
ALL FOOTINGS TO REST ON CLEAN, FIRM, UNDISTURBED SOIL OR COMPACTED FILL. STEP
FOUNDATION FOOTINGS AS REQUIRED MAINTAINING DEPTH BELOW FINISH GRADES.
ALL REINFORCING STEEL & FOUNDATION STRUCTURAL DESIGN PER ENGINEER'S DRAWINGS AND
CALCULATIONS.
NO FOOTING SHALL BE UNDERCUT CLOSER THAN 1:1, SEE STRUCTURAL NOTES.
ALL FOOTINGS TO BE POURED ON UNDISTURBED SOIL OR COMPACT FILL.
CONCRETE FORMS SHALL BE DRESSED LUMBER WITH LEVELING STRIPS PROVIDED WHERE
REQUIRED. ROUGH LUMBER MAYBE USED AS FORMS BELOW FINISHED GRADE.
FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS ATTAINEDA PERMANENT SET.
PROVIDE BLOCK -OUTS AS REQUIRED FOR SEWER, WATER, ELECTRICAL AND VENTING. VERIFY
LOCATION WITH GENERAL CONTRACTOR.
PROVIDE A MINIMUM 18" CRAWLSPACE CLEARANCE BELOW WOOD FLOOR JOIST AND 12" BELOW
WOOD BEAMS.
PROVIDE 6MIL MINIMUM POLY VAPOR BARRIER CONTINUOUSLY ABOVE EXPOSED EARTH IN
CRAWLSPACEAREAS & UNDER SLABS, WRAPPING VAPOR BARRIER UP FOOTINGS AT EDGES
OVERLAP VAPOR BARRIER BY 18" MIN AT JOINTS.
SEE FOUNDATION PLAN FOR UNDER FLOOR VENTING LOCATIONS. PROVIDE INSECT SCREENS AT
ALL FOUNDATION OPENINGS. PROVIDE REQUIRED SQUARE INCHES OF VENTING AREA PER
CODE.
WATERPROOF ALL RETAINING WALLS & BASEMENT FOUNDATION WALLS ON EXTERIOR OF
CONCRETE SURFACE, SEE SPECIFICATIONS FOR MATERIAL.
PROVIDE DRAIN MATT ATALL RETAINING WALLS & BASEMENT WALLS TO WICK ASSIST IN THE
REMOVAL OF WATER FROM BEHIND THE WALLS.
PROVIDE PERFORATED DRAIN PIPE AT BASE OF ALL RETAINING WALL FOOTINGS. PROVIDE SIZE,
AS REQUIRED, 4" DIAMETER MINIMUM. PROVIDE FILTER FABRIC WRAP AROUND PIPE AND 18"
SQUARE MINIMUM DRAIN ROCK. FULLY WRAP DRAIN ROCK WITH FILTER FABRIC, 18" CAP
MINIMUM, BEFORE BACKFILLING. CONDUCT PERFORATED PIPE TO STREET OR CITY COMBINED
SANITARY SEWER VIA SOLID PIPE.
LUMBER AND FRAMING GENERAL NOTES
PROVIDE 30# BUILDING PAPER UNDER ALL BEARING PLATES. BEARING PLATES TO BE PRESSURE
TREATED.
PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER
BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. FLOOR JOISTS AND RAFTERS TO
HAVE SOLID BLOCKING AT ENDS OF EXPOSED SPANS AND AT MID -SPANS, IF SPAN IS GREATER
THAN 10 FEET.
ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE'/2" AIR SPACE
ALL PLYWOOD TO HAVE SURFACE GRAIN PERPENDICULAR TO SUPPORTS.
STAGGER ALL JOINTS OF ALL PLYWOOD PANELS.
ALL NAILING TO CONFORM TO NAILING SCHEDULE. SEE FRAMING PLANS FOR ADDITIONAL
NOTES.
DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.
PERFORMANCE SPECIFICATION ITEMS MUST BE SUPPLIED BY CONTRACTOR FROM ANY
MANUFACTURER THAT MEETS THE SPECIFICATION CRITERIA. THIS NOTE ALSO APPLIES TO ALL
SUBCONTRACTORS.
THERMAL & MOISTURE PROTECTION GENERAL NOTES
PROVIDE 15# TAR PAPER AS WALL VAPOR BARRIER, OR AS APPROVED BY LOCAL CODES AND AS
APPROVED BY MANUFACTURER'S SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER TO
BE INSTALLED ATALL EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING. FULLY WRAP VAPOR
BARRIER TO INTERIOR ATALL OPENINGS. SEE DIAGRAM IN SPECIFICATIONS.
PROVIDE 30# TAR PAPERAS ROOF VAPOR BARRIER, OR AS APPROVED BY LOCAL CODES AND AS
APPROVED BY MANUFACTURER'S SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER TO
BE INSTALLED ATALL EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING. FULLY WRAP VAPOR
BARRIER TO INTERIOR ATALL OPENINGS.
PROVIDE FLEXIBLE FLASHING ATALL OPENINGS AND ALL BUILDING CORNERS, WRAP ALL SIDES IN
ORDER FOR POSITIVE LAP TO OUTSIDE OF BUILDING.
CONTINUOUS METAL FLASHING ATALL JOINTS BETWEEN WALLS & ROOFS, VERTICALLY ON
CORNERS WHERE WALL MEETS WALL, AND HORIZONTALLY OVER JOINT BETWEEN WALL
SHEATHING AND CONCRETE FOOTER. FLASHING TO BE OVERLAPPED WITH VAPOR BARRIERS,
TYP.
CONTINUOUS METAL COPING AT TOP OF PARAPET WALLS. SEAL JOINTS WITHSTANDING SEAM
SEAL OR APPROVED SEALANT.
INSULATE ENTIRE ENVELOPE PER CODE REQUIREMENTS. PROVIDE BATTS WITH INTEGRAL
VAPOR BARRIER AS SPECIFIED. PLASTIC VAPOR BARRIERS ARE NOT ALLOWED. SEE CODE
SUMMARY SHEETS IN SPECIFICATIONS.
JOINT SEALANT: SONOBORN SONOLASTIC 150 OR APPROVED ALTERNATE. COLOR 'SPECIAL
BRONZE' OR TO MATCH ADJACENT SURFACES.
FINISHES GENERAL NOTES:
PROVIDE FINISHES AS SPECIFIED. FOLLOW CODE REQUIREMENTS, MANUFACTURER'S
SPECIFICATIONS AND INSTALLATION/APPLICATION MANUALS. PROVIDE ARETE' DESING AND
OWNER WITH COPIES OF MANUFACTURER'S SPECIFICATIONS AND INSTALLATION/APPLICATION
MANUALS.
SOME FINISHES MAY REQUIRE SPECIAL STORAGE, TEMPERATURE, VENTILATION, INSTALLATION
MEANS OR INSTALLATION METHODS TO EITHER PROTECT THE MATERIAL, THE BUILDING, THE
ENVIRONMENT OR THE INSTALLERS FROM HARMFUL FUMES, DAMAGE OR OTHER LOSS.
PLUMBING & HVAC GENERAL NOTES
PLUMBING:
ALL SPECIFICATIONS AND INSTALLATION SPECIFICATIONS TO BE CHECKED AND VERIFIED WITH
MANUFACTURER BY GENERAL CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION.
SEE PLAN FOR LOCATION OF GAS JETS, VALVES, HOSE BIBS, GAS AND WATER SERVICES.
PLUMBER TO BE RESPONSIBLE FOR OBTAINING UTILITY COMPANYAPPROVAL OR WATER
SERVICE AND GAS METER LOCATION.
USE "PEX" FLEXIBLE PVC WATERAND PLUMBING LINES, WIRSBO, IPEX, OR APPROVED.
VENTS AND DRAINS TO BE ABS.
INSULATE ALL SUPPLY & WASTE PIPING FOR THERMAL AND ACOUSTIC.
HVAC:
PROVIDE BIDDER DESIGNED SYSTEM THAT PROVIDES HVAC (HEATING, VENTILATING AND AIR-
CONDITIONING) SERVICE WITH REQUIRED FRESH AIR QUOTAS PER CODE REQUIREMENTS.
SUBMIT DESIGN TO ARETE' DESING AND OWNER FOR APPROVAL PRIOR TO MANUFACTURE OR
INSTALLATION.
EXHAUST ALL VENTS AND FANS DIRECTLY TO THE OUTSIDE VIA METAL DUCTS. PROVIDE 90CFM
(MIN) 1.5 SONES OR LESS FANS TO PROVIDE 5 AIR EXCHANGES PER HOUR IN BATHS CONTAINING
TUB AND/OR SHOWER AND IN LAUNDRY ROOMS.
KITCHEN EXHAUST HOODS TO HAVE MAKE-UP AIR SUPPLYAND FIRE PROTECTION SYSTEM AS
REQUIRED AT EACH LOCATION.
ELECTRICAL GENERAL NOTES
ALL SPECIFICATIONS TO BE CHECKED AND VERIFIED WITH GENERAL CONTRACTOR
LOCATION OF ALL OUTLETS, SWITCHES AND FIXTURES TO BE VERIFIED ON THE JOB SITE WITH
THE OWNER, ARETE' DESING AND GENERAL CONTRACTOR. ELECTRICIAN TO INSTALLALL LOW -
VOLTAGE, AS WELL AS LINE VOLTAGE.
HARDWIRE SMOKE DETECTOR TO UN -SWITCHED POWER. ALL DETECTORS TO HAVE INTEGRAL
BATTERY BACKUP.
ELECTRICIANS TO PROVIDE ELECTRICAL LAYOUT DRAWINGS, PANEL SCHEDULES, AND OBTAIN
ALL NECESSARY APPROVALS AS REQUIRED BY LOCAL BUILDING CODES, AND OBTAIN UTILITY
COMPANY APPROVAL OF METER LOCATION.
SECURITY REQUIREMENTS
ALL DOOR & WINDOW HARDWARE TO BE VERIFIED WITH MANUFACTURER, ARETE' DESING AND
OWNER PRIOR TO ORDERING.
CONTRACTOR TO VERIFY WITH OWNER REGARDING SECURITY SYSTEMS INTEGRATION
SEE CONTRACT DOCUMENT PLANS & SPECIFICATIONS FOR ADDITIONAL NOTES
END OF GENERAL NOTES
DOOR AND FRAME SCHEDULE
DOOR
COMMENTS
MARK
SIZE
W
HT
E 1
2'-8"
7'-0"
E 2
2'-0"
7'-0"
E 3
2'-8"
7'-0"
E 4
2'-8"
7'-0"
E 5
2'-8"
7'-0"
E 6
2'-8"
7'-0"
E 7
2'-5"
7'-0"
E 8
9'-8"
7'-0"
N 2
2'-8"
7'-0"
NEW 1
5'-0"
7'-0"
NEW 2
2'-8"
7'-0"
NEW 3
2'-8"
7'-0"
NEW 4
2'-8"
7'-0"
NEW 4
3'-0"
7'-0"
XTR 1
2'-8"
7'-0"
(E) EXTERIOR
XTR 2
3'-0"
7'-0"
1 (E) EXTERIOR
XTR 3
2'-8"
7'-0"
(E) EXTERIOR
XTR 4
2'-8"
7'-0"
(E) EXTERIOR
WINDOW SCHEDULE
MARK
SIZE
COMMENTS
WIDTH
HEIGHT
E 1
5'-8"
3'-9"
E 2
2'-1"
3'-10"
E 3
2'-1"
3'-10"
E 4
2'-1"
3'-10"
E 5
2'-1"
3'-10"
E 6
2'-1"
3'-10"
E 7
2'-1"
3'-10"
E 8
2'-1"
3'-10"
E 9
2'-1"
3'-10"
E 10
1'-101,
1'-101,
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DESIGNS
12041 22 N D AVE NE
SEATTLE, WA. 98125
206 365 2724 vice
206 499 2814 cell
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CONSULTANT STAMP
PROJECT INFO
PROJECT #:LEDER ADDITION
DRAWN BY: ARETE'
RELEASE DATE
MARK DATE DESCRIPTION
X XX.XX.XX XXXXXXXX
SET NOTES
PRINT DATE 4/16/2021
PRINT TIME 4:48 PM
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DESIGNS
12041 22 N D AVE NE
SEATTLE, WA. 98125
206 365 2724 vice
206 499 2814 cell
luckeyjo@comcast.net
CONSULTANT STAMP
PROJECT INFO
PROJECT #:LEDER ADDITION
DRAWN BY: ARETE'
RELEASE DATE
MARK DATE DESCRIPTION
X XX.XX.XX XXXXXXXX
SET NOTES
PRINT DATE 4/16/2021
PRINT TIME 4:48 PM
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SHEET NUMBER
1st Floor Plan
A 102
SCALE:1/4" = 1'-0"
SOLID HATCH
DENOTES UNIT "B"
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6> <E5>
UNIT "B" ENTRANCE
975.50 sq ft
CODE PLAN
Rim` mall flffs]Y
'RANCE
DEMO WALLS
EXISITNG WALLS
NEW WALLS
DESIGNS
12041 22 N D AVE NE
SEATTLE, WA. 98125
206 365 2724 vice
206 499 2814 cell
luckeyjo@comcast.net
CONSULTANT STAMP
PROJECTINFO
PROJECT #:LEDER ADDITION
DRAWN BY: ARETE'
RELEASE DATE
MARK DATE DESCRIPTION
X XX.XX.XX XXXXXXXX
SET NOTES
PRINT DATE 4/16/2021
PRINT TIME 4:48 PM
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SHEET NUMBER
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18604 76TH AVE W REMODEL PROJECT FEBRUARY 2021.pin; A 103 CODE PLAN; 100%; 4/16/2021 4:48 PM