APPROVED BLD PLN RESUB 1 - BLD2021-1450+Architectural_Plan+12.8.2021_10.16.49_PM+2561867CODE NOTES
All work shall conform to The Edmonds City Code and
Community Development Code is current through Ordinance
4232, passed August 24, 2021.
ALL WORK SHALL CONFORM TO BUILDING CODES ADOPTED BY THE CITY OF
EDMONDS AS OF 2/1/2021 AS AMENDED BY THE STATE OF WASHINGTON BUILDING
CODE COUNCIL. 2018 INTERNATIONAL RESIDENTIAL CODE (IRC),
2018 INTERNATIONAL MECHANCIAL CODE (IMC), 2018 INTERNATIONAL ENEGY CODE.
RESIDENTIAL II WITH WASHINGTON STATE AMENDMENTS (WESC), 2018
INTERNATIONAL FIRE CODE (IFC), 2018 INTERNATIONAL ELECTRICAL CODE (IEC) 2018
INTERNATIONAL FUEL GAS CODE (IFGC)
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS TO
COMPLETE THE WORK.
PLUMBING AND ELECTRICAL WORK IS DESIGN -BUILD.
GENERAL NOTES
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING
THE WORK. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF HE HAS ANY
QUESTIONS.
DO NOT SCALE ANY DIMENSIONS FROM THE DRAWINGS. VERIFY ALL DIMENSIONS,
DATUMS AND LEVELS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF
STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT
DESIGN IMMEDIATELY IF CONFLICTS EXIST.
VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT
AND BY OTHERS. PROVIDE ALL BLOCK -OUTS, BLOCKING, BACKING AND JACKS
REQUIRED FOR INSTALLATION.
VERIFY LOCATION OF ALL EXISTING UTILITIES; CAP, MARK AND PROTECT AS
NECESSARY TO COMPLETE THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY
PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES
REQUIRED TO PERFORM THEIR WORK.
ATTIC VENTILATION: MINIMUM NET AREA SHALL BE NOT LESS THAN 1 S.F. PER 150
S.F. OF ATTIC AREA OR 1 S.F. PER 300 S.F. OF ATTIC AREA IF 1/2 IS IN THE SOFFIT
AND 1/2 IS AT LEAST 3' ABOVE THE PLATE LINE
FUEL BURNING APPLIANCES SHALL BE ASSURED A SUFFICIENT SUPPLY OF
COMBUSTION AIR PER SMC. ALL WARM -AIR FURNACES SHALL BE LISTED AND
LABELED BY AN APPROVED AGENCY AND INSTALLED AND VENTED ACCORDING TO
SPECIFICATIONS. PROVIDE A MINIMUM CLEAR WORKING SPACE OF 3" MINIMUM
ALONG SIDES, BACK AND TOP OF FURNACE WITH 12" MINIMUM CLEARANCE TOTAL
SIDE TO SIDE.
THE BUILDING SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE. NIGHT
SETBACK THERMOSTAT IS REQUIRED. SEAL AND CAULK ALL CRACKS TO PREVENT
AIR INFILTRATION.
HOT WATER TANK SHALL HAVE TYPE IV PRESSURE RELIEF VALVE TO COMPLY WITH
ASHRAE 90A-80 LISTING AND APPROVAL. INSULATE TANK WITH R-19 AND FIT HOT
WATER LINES WITH SNAP ON TYPE INSULATION PER WASHINGTON STATE ENERGY
CODE. IN UNHEATED AREAS, ELECTRIC FURNACES AND WATER HEATERS SHALL BE
SET ON AN INCOMPRESSIBLE INSULATED SURFACE OF R-10 MINIMUM. HOT WATER
TANKS LOCATED ABOVE HOT WATER FIXTURE OUTLETS REQUIRE VACUUM RELIEF
VALVES. SMC.
DUCT SYSTEMS SHALL BE OF METAL PER U.M.C. TABLE 10-A, 10-B AND 10-C OR
FACTORY MADE DUCTS COMPLYING WITH U.M.C. STANDARD 10-1. ALL JOINTS AND
SEAMS SHALL BE SUBSTANTIALLY AIRTIGHT. DUCTS IN UNHEATED SPACES SHALL
HAVE 2" INSULATION MINIMUM OR 1/2" DUCT LINER.
ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED.
ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH FORM
THE STRUCTURAL SUPPORT OF BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS
ARE EXPOSED TO THE WEATHER PER SBC
SLOPE ALL DECKS, WALKS, DRIVEWAYS, AND PATIOS AWAY FROM BUILDING 1/4"/FT
MINIMUM.
EXTERIOR DOORS SHALL BE PROVIDED WITH CONTINUOUS METAL WEATHER-STRIP,
METAL THRESHOLD, CYLINDER LOCK ACCESSED DEAD BOLT WITH THUMB TURN
AND 1"THROW AND 1/4" INTO CATCH PLATE.
PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS PER SRC
ROOF DRAINS AND OVERFLOW DRAINS SHALL COMPLY WITH THE IRC & IMC.
ROOF AND FOOTING DRAINS ARE TO BE TIGHT LINED SEPARATELY TO APPROVED
DISCHARGE.
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 ARCHITECT AND THE STRUCTURAL
ENGINEER.
DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN, EXCEPT WITH
WRITTEN AUTHORIZATION FROM ARCHITECT
REPORT ERRORS AND OMISSIONS TO ARCHITECT IMMEDIATELY.
THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ARCHITECT AND MAY BE
REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF ARCHITECT AUTHORIZED
REPRODUCTIONS MUST BEAR THE NAME OF ARCHITECT.
RECEPTACLE OUTLETS: PER 2018 INTERNATIONAL ELECTRICAL CODE (IEC)
1. OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN
ANY WALL SPACE IS MORE THAN 6 FEET FROM AN OUTLET INCLUDING ANY WALL
SPACE 2 FEET OR MORE IN WIDTH.
NOTE: WALL SPACE INCLUDES FIXED PANELS, FIXED ROOM DIVIDES SUCH AS
RAILINGS AND FREE STANDING BAR -TYPE COUNTERS.
2. WALLS ABOVE COUNTER SPACE ARE REQUIRED TO HAVE AN OUTLET WHEN THE
COUNTER IS 12 INCHES OR GREATER IN WIDTH. THEY SHALL BE INSTALLED SO THAT
NO POINT ALONG THE WALL IS MORE THAN 24 INCHES FROM A RECEPTACLE.
3. AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS
WITHIN 36 INCHES OF THE OUTSIDE EDGE OF EACH LAVATORY BASIN.
4. HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE
RECEPTACLE OUTLET.
MATERIALS &FINISHES LISTED ON INTERIOR &EXTERIOR ELEVATIONS
ARE FOR GENERAL INFORMATION &CONVENIENCE OF CONTRACTOR, IN
ADDITION TO MATERIALS &FINISHES INDICATED OR SPECIFIED ELSEWHERE
IN THE DRAWINGS.
N.I.C. EQUIPMENT IS FURNISHED &INSTALLED BY OTHERS. GENERAL
CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION &
PERFORMING WORK AS REQUIRED BY DETAILS OR SPECIFICATIONS FOR
EQUIPMENT INSTALLATION.
FURNISHED BY OTHERS INSTALLED BY CONTRACTOR (F.O.I.C.) EQUIPMENT
IS FURNISHED BY OTHERS &INSTALLED AS A PART OF THIS WORK. THE
GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK
AS REQUIRED FOR INSTALLATION.
CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS FOR FIRE RATED
WALLS, INCLUDING BUT NOT LIMITED TO, PIPING, DUCT AND CONDUIT, ETC.
WITH FIRE -STOPPING PER CODE REQUIREMENTS.
CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER
MEMBRANE AT FLOOR SLAB AND ROOF, WEATHER BARRIER AT WALLS,
BACKER ROD, SEALANT, &OTHER APPROVED MEANS SHALL BE APPLIED
CONTINUOUSLY AROUND ALL EXTERIOR DOOR &WINDOW OPENINGS &
OTHER AREAS OF POTENTIAL AIR INFILTRATION, INCLUDING STRUCTURAL,
MECHANICAL, &ELECTRICAL PENETRATIONS. THE CONTRACTOR SHALL
REPAIR ANY DAMAGE TO VAPOR BARRIERS, OR REPLACE THEM PRIOR TO
COVER, AS APPROVED.
CAULK, SEAL OR WEATHER-STRIP ALL OPENINGS IN THE EXTERIOR WALLS,
AS APPROPRIATE TO LIMIT AIR LEAKAGE.
ALL GLASS DOORS SHALL BE INSULATED SAFETY GLASS. INSULATE WATER
HEATERS WITH R-19 MIN.
2018 INTERNATIONAL RESIDENTIAL CODE (IRC
This is a review of the codes that are relevant to this project. This review has been
abridged and edited to highlight pertinent code issues. Contractor to use this review
as reference only. Consult IRC for detailed understanding of the code.
R302.1 The interior design temperatures used for heating and cooling load calculations
shall be a maximum of 72 degrees F for heating and a minimum of 75 degrees F for
cooling.
R302.5.1 Opening from garage directly into a sleeping room used for sleeping shall not be
permitted. Other other openings between the garage and residence shall be a solid wood
door, solid or honeycomb -core steel door, not less than 1-3/8 inches thick or 20 minute fire
rated doors, equipped with aself-closer.
R302.6 Dwelling -garage fire separation per Table R302.6. Separation from residence and
attics min. 1/2" gypsum board on garage side. Separation from all rooms above garage,
not less than 5/8" type X gypsum board or equivalent. Structures supporting floor/ ceiling
assemblies used for separation required by this section. Not less than 1/2-inch gypsum
board. Garages located less than 3 feet from a dwelling unit on the same lot. Not less than
1/2-inch gypsum board applied to the interior side of the exterior walls that are within this
area.
R302.11 Fire blocking. In combustible construction, fire blocking shall be provided to cut off
all concealed draft openings (both vertical and horizontal) and form an effective fire barrier
between stories, and between a top story and the roof space
R303.1 Natural light: All habitable rooms shall have an aggregate glazing area of not less
than 8 percent of the floor area of such rooms.
R303.5.1 Intake openings. Mechanical and gravity outdoor air intake openings shall be
located a minimum of 10 feet from any hazardous or noxious contaminates, such as
vents, chimneys, plumbing vents, streets, alleys, parking lots and loading docks, except as
otherwise specified in this code.
R303.5.2 Exhaust openings. Exhaust air shall not be directed onto walkways. All exhaust
ducts shall terminate outside the building. Terminal elements shall have a least the
equivalent net free area of the ductwork.
R303.5.2.1 Exhaust ducts. Exhaust ducts shall be equipped with back -draft damper. All
exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4.
R303.7 Interior Stairway illumination. Interior stairway illumination shall be provided with an
artificial light source to illuminate the landings and treads. Stairway illumination shall
receive power from the building wiring. The light source shall be capable of illuminating
treads and landings to the levels of not less than 1fnot-candle as measured at the center
of treads and landings. There shall be a wall switch at each floor level to control the lighting
source where there are six or more risers.
R303.8 Exterior stairway illumination. Exterior stairway shall be provided with artificial light
source located at the top landing of the stairway. Stairway illumination shall receive power
from the building wiring. Exterior stairway providing access to a basement from the
outdoor grade level shall be provided with an artificial light source located at the bottom
landing of the stairway.
R303.10 Required heating. Every dwelling unit shall be provided with heating capable of
maintaining a minimum room temperature of 68 degrees F at a point 3 feet above the floor
and 2 feet from the exterior walls in habitable rooms, baths and toilet rooms at the design
temperature as specified in Table R301.2(1). The installation of portable space heaters
shall not be used to to achieve compliance with this section.
R307.1 Space required. Toilet, Bath and Shower Spaces. Fixtures shall be space in
accordance with Figure R307.1 and per the Uniform Plumbing Code Section 402.5.
Toilets shall be 15" from centerline to wall on both sides. Sinks and toilets shall have
21" clearance in front. Showers shall have a min of 24" clear in front of opening.
R308.1 Glazing in hazardous locations shall be provided with a manufacturer's
designation, the type of glass and the safety glazing standard with which it complies,
and that is visible in the final installation. The designation shall be permanently labeled.
R308.4.2 Glazing adjacent to doors. Glazing less than 60 inches above the floor within
24" of a closed door shall be considered a hazardous location.
R308.4.3 Glazing in windows that meets all of the following conditions shall be
considered to be a hazardous location: Windows with a single pane larger than 9
square feet, lower than 18" and higher than 36" above the floor, 4. within 36 inches
horizontally of a walking surface.
R308.4.7 Glazing at the bottom of a stairway landing less than 36" above the landing
and withing 60" horizontal shall be considered a hazardous location.
R308.6.2 Permitted glazing in hazardous locations. 2. Fully tempered glass. 3.
Heat -strengthened glass, 4. Wired glass. 5. Approved rigid plastics.
R309.1 Garage floor surface. Shall be of approved non-combustible. The area of the
floor used for parking shall be sloped to a drain or to the main vehicle entry doorway
R310.1 Emergency escape and rescue required. Basements, habitable attics
and every sleeping room shall have at least one operable emergency escape and
rescue opening. They shall open directly into a public way or to a yard providing
an unobstructed path wit a width of not less than 63 inches to opens to a public
way. See exceptions.
R310.2.1 Minimum opening area. Emergency escape and rescue openings shall
have a minimum net clear opening of 5.7 square feet. Grade floor or below grade
floor openings shall have a minimum net clear opening of 5 square feet. Net
clear height shall be 24 inches minimum, net clear width shall be 20" minimum.
R310.2.2 Emergency escape and rescue openings sill height shall not be more
than 44 inches above the floor.
R311.2 Egress door . At least one egress door shall be provided for each
dwelling unit. The egress door shall be side hinged and shall provide a minimum
clear width of 32 inches.
R311.3 Floor landings at exterior doors. There shall be a landing or floors on
each side of each exterior door. The width of each landing shall not be less than
the door served and be a minimum of 36 inches. Maximum slope is'/4" per foot.
R311.7.2 Stairway Headroom not less than 6'-8"
R311.7.5.1. The maximum riser shall be 7 3/a" the minimum tread shall be 10"
R311.7.5.3 Nosings. A nosing projecting of not less than 3/4 inch but not more than 1- 1/4"
shall be provided on stairways with solid risers.
R311.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of
each stairway. The minimum width of in the direction of travel shall be no less than the
width of the flight served.
R311.7.7 Stairway walking surface. The walking surface of treads and landings or
stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal. ( 2
percent slope)
R311.7.8 Handrails. Handrails shall be provided on at least one side of each flight of stairs
with four or more risers.
R311.7.8.1 Handrail height shall be not less than 34 inches and not more than 38 inches.
R311.7.8.4 Handrails shall be continuous from the top riser to the bottom riser.
R311.7.8.5 The diameter of the handrail shall be from 1 '/4 to 2 inches.
R312.1.1 Guards shall be located along open -sided walking surfaces, including stairs,
ramps and landings, that are more than 30 inches above the adjacent grade within 36
inches to the edge of the open side. Guards shall not less than 36 inches high.
R312.1.3 Guards shall not have openings which allow passage of a sphere 4 inches in
diameter. Except at the triangle formed by the tread, riser and the bottom of the rail may
not allow a passage of a 6 inch diameter sphere.
R312.2.1 Windows that open 6 feet above grade shall be a minimum of 24" above finish
floor. Or comply with fall protection per this section.
R313.1 An automatic residential fire sprinkler system shall be installed in a townhouse unit.
R313.1.1 Automatic fire sprinkler systems. Where installed, the design and installation of
residential fire sprinkler system shall be in accordance with Section P2904 or NFPA 13D.
R314.2.2. Where alterations or additions requiring a permit occur, where a sleeping room
is added or an attached dwelling unit is created each dwelling unit shall be equipped with
smoke alarms as required for new dwellings.
R314.3 Location of smoke alarms heat detectors and heat alarms. 1. In each sleeping
room or sleep loft. 2. Outside each separate sleeping area in the immediate vicinity of the
bedrooms. 3. On each story of the dwelling unit including basements and habitable attics.
4. Smoke alarms shall be installed not less than 3 feet horizontally from the door of a
bathroom that contains a bathtub or shower.
315.2 For new construction, an approved carbon monoxide alarms shall be installed
outside each separate sleeping area in the immediate vicinity of the bedrooms and on
each level of the dwelling.
R319. 1 Address numbers. Buildings shall have approved address numbers. Install
address numbers in a position that is plainly legible and visible from the street fronting
the property. The numbers shall be a minimum of 4 inches high, on contrasting
background with a minimum stroke width of/2 inch.
Whole House Exhaust Fan Per M 1507 . Per M 1501.1 Exception: exhaust to attic is
permitted. � REGI57EREQ
M1507.3.4.2 Whole house fans shall have a sone rating of 1.0 or less. aRCHITECT
M1507.3.4.4 Outdoor air shall be distributed to each habitable space by individual f�_
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outdoo a ets e e out doo a supp es a e sepa ated o e gust po is by
doors, ensure air flow by installation of distribution ducts, undercutting doors,
installation of grilles, transoms, or similar means. Doors shall be undercut a minimum
of 1 /2 inch above the surface of the finish floor covering.
Individual room outdoor air inlets shall: v
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1. Have controllable and secure openings; o
2. Be sleeved or otherwise designed so as not to compromise the thermal properties w
of the wall or window in which they are place; �
3. Provide not less than 4 square inches of net free area of opening for each habitable w
space. Inlets shall be screened or otherwise protected form entry by leaves or other �
material. Outdoor air inlets shall be located so as not to take air from the following �
areas: �
3.1 Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet o
above the outdoor air inlet. �
3.2 Where it will pick up objectionable odors, fumes or flammable vapors. �
3.3. A hazardous or unsanitary location N
3.4. A room or space having any fuel -burning appliances therein.
3.5 Closer than 10 feet from a vent opening of a plumbing drainage system unless the N
vent opening is at least 3 feet above the air inlet.
3.6 Attic, crawl space, or garages.
M1507.4 Local exhaust shall be provided in each kitchen, bathroom, water closet
laundry room, indoor swimming pool, spa, and other rooms where water vapor or
cooking oder is produced and have the minimum exhaust capacity of Table M1507.4
Kitchens 100 cfm intermittent or 25 cfm continuous
Bathrooms -Toilet Rooms, laundry rooms, indoor swimming pools and spas: 50 cfm
intermittent or 20 cfm continuous.
WSEC Washington State Energy Code: Provide a minimum of 4 sq. in. fresh air intake
in each habitable room, integrate into windows, or use Panasonic passive inlet vent
#FVGKF325.
M2005.1 Water heaters shall be installed in accordance with Chapter 5 of the Uniform
Plumbing Code.
Uniform Plumbing Code -Chapter 5
P507.2 In seismic design categories C,D,E and F, water heaters shall be anchored or
strapped to resist horizontal displacement due to earthquake motion. Strapping shall
be at points within the upper one-third and lower one-third of its vertical dimensions. At
the lower point a distance of not less than 4 inches shall be maintained from the
controls with the strapping.
P507.4 Where a water heater is located in an attic, attic -ceiling assembly, floor -ceiling
assembly or floor-subfloor assembly where damage results from a leaking water
heater, a watertight pan of corrosion -resistant materials shall be installed beneath the
water heater with not less than 3/4 of an inch diameter drain to an approved location.
P507.5 Discharge from a relief valve into a water heater pan shall be prohibited.
PROJECT INFORMATION
Owner /Project Location:
KENSHU AOKI
19729 81 ST PL W
EDMONDS WA 98026
Tax Parcel NO. 6035000-1600
LEGAL DESCRIPTION
Section 19 Township 27N Range 4 Quarter NE
MAPLEWOOD GROVE LOT 16
PROJECT DECRIPTON:
Structural Engineer: RCR ENGINEERS, PLLC
29028 176th AVE SE, Kent, WA 98042
(206) 295 9439
APPROVED BY PLANNING
Dec 15 2021
ADDITION TO MASTER BEDROOMS AND BATHROOM
SHEET INDEX
ARCHITECTURAL
A0.1 COVER SHEET, GENERAL NOTE, CODE NOTES AND SHEET INDEX
A1.1 SITE PLAN
A2.1 FLOOR PLANS
A3.1 EXTERIOR ELEVATOINS &LATERAL BRACING / SHEARWALL SCHEDULE
ceiling shall not be considered as contributing t0 the minimum required habitable area M1501.1 Outdoor discharge. The air removed by every mechanical exhaust system A4.1 BUILDING SECTION
for that room. shall be discharged to the outdoor per M1502. Exception: whole -house fans may A5.1 DETAILS
discharge to a private attic.
R305.1 Minimum height. Habitable space, hallways, bathrooms, toilet rooms, laundry M1502.1 Clothes dryers shall be exhausted in accordance with manufacturer's STRUCTURAL
rooms and portions Of basements containing these spaces shall have a ceiling height S010 STRUCTURAL GENERAL NOTES
shall not be less than 7 feet. Bathrooms, toilet rooms and laundry shall have a ceiling instructions.
height of not less than 6 feet 8 inches. See exceptions for sloped ceilings and M1502.2 Dryer exhaust systems shall be independent of all other systems and covey S110 STRUCUTAL FOUDANTION AND 1ST FLOOR FRAMING PLANS
bathrooms. moisture to the outdoors. ROOF FRAMING PLANS
R305.1.1 Basements. Portions Of basements that do not contain habitable space Or M1502.4 Dryer exhaust ducts size and length shall conform to Table M1502.4.4.1 with S210 STRUCTURAL DETAILS
hallways shall have a ceiling height of not less than 6 feet 8 inches. Exception: At 4" minimum nominal diameter.
beams, girders, ducts or other obstructions, the ceiling height shall be not less than 6 M1503.3 Domestic cooking exhaust equipment shall discharge to the outdoors through
feet 4 inches from the finished floor.
a duct. The duct shall have a smooth interior surface, shall be air tight, shall be �-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-;
e ui ed with aback -draft dam er and shall be inde endent of all other exhaust � INTERCONNECTED ;
R306.1 Toilet facilities. Every dwelling unit shall be provided with a water closet, q pp p p .
lavatory, and a bathtub Or shower. systems. � SMOKE ALARMS AND CO
R306.2 Kitchen. Each dwelling unit shall be provided with a kitchen area and every � DETECTORS AREA ;
kitchen area shall be provided with a sink. City of Edmonds APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT ;REQUIREMENT OF THIS '
Building Department PLANS MUST BE PERMIT FROM TO FIELD ;PERMIT IN ACCORDANCE
APPROVED Plans ON JOB SITE STATE LABOR & INSPECTION FOR
INDUSTRIES CODE COMPLIANCE ;WITH R314.2.2
R304.1 Minimum area. Habitable rooms shall have a floor area of not less than 70
square feet. Exception: Kitchens.
R304.2 Minimum dimensions. Habitable rooms shall not be less than 7 feet in any
horizontal dimension. Exception: Kitchens.
R304.3 Height effect on room area. Portions of a room with a sloping ceiling measuring
less than 5 feet or a furred ceiling less than 7 feet from the finished floor to the finished
M1401.1 Heating and cooling equipment and appliance shall be installed in accordance with the
manufacturer's installation instructions and the requirements of this code.
M1401.2 Heating and cooling equipment and appliance shall be located to permit maintenance,
servicing and replacement.
M1401.3 Sizing. Heating and cooling equipment and appliances shall be sized in accordance with
ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other
approved heating and cooling calculation methodologies.
City Of Edmonds
Building Department
Work ADDITION
Address; 19729 81ST PL W
Owner ; AKOI ;
Approved Date 12/01/2021
Building Official /���/�
Permit Number BLD2021-14
RESUB
Dec 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ADDITION = 357 SF GROSS 20'x17'-10"
ADDITION = 337 SF NET 20'x 16'-10"
ALIGN
44'-
A
4,1
CRAWL SPACE ACCESS '
18" X 24" SIDE MIN.
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328 SF
A
4.1
/ CRAWL SPACE
SHWR REQUIRED VENTING
328 SF
328/300 = 1.1 SF
x 144 = 157 SI
1 7"x8"
FOUNDATION 4
VENTS NET FREE
AREA = 51 SI
LOCATE AS SHOWN
17"x8" FOUNDATION VENT NET
FREE AREA = 51 SI
4 VENTS = 204 SI PROVIDED
Q1 BATH, LAUNDRY
50 CFM ON SWITCH
INTERMITTENT OR
20 CFM CONTINUOUS
C
M1507,4
MECHANICAL EXHAUST RATES IN BATHROOMS &LAUNDRY ROOMS SHALL BE 5
CFM INTERMITTENT OR 20 CFM CONTINUOUS
MINIMUM REQUIRED EXHAUST RATES FOR KITCHENS SHALL BE 100 CFM
INTERMITTENT OR 25 CFM CONTINUOUS
M1506,3 ALL EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN 3 FEET
FROM PROPERTY LINES; 3 FEET FROM OPERABLE AND NONOPERABLE
OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKES
EXCEPT y�HERE THE OPENING IS 3 FEET ABOVE THE AIR INTAKE. OPENINGS
SHALL COMPLY �ITH R303,5.2 AND R303.6
M1507.3.2 (1) CONTROLS ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY OCCUPANT.
(5.2) CONTROLS SHALL NOT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES.
WINDOW SCHEDI
MARK Location
W1 Mstr
W2 Mstr
W3 Mstr. Bath
W4 Mstr. Bath
1 LE
SIZE
Top of
Notes opening
QTY
WIDTH
HEIGHT
Area
Ttl Are
Material
Type
height
Sill
2'Ox4'0
3
2
4
8.oD
24.DD
Vinyl
Single Hung
44" max sill
7'6
4'
3'6"
2'Ox5'6 2 2 5.5 11.00 22.DD
2'Ox1'6 2 1.5 2 3.00 6.00
2'Ox3'10 2 3.83 �15.32 30.64
-TOTAL 37.32
Vinyl
Single Hung
44" max sill
7'6
5'6
2'
Vinyl
Slider
Frosted
7'6
1'6
6'0
Vinyl
Single Hung
T-
Safety
7'6
3'10
3'8"
M1507.3.4.4 EACH HABITABLE SPACE SHALL BE PROVIDED
WITH OUTDOOR AIR INLETS OR OPERABLE WINDOWS WITH
OPENABLE AREA OF NOT LESS THAN 4 SQ. INCHES OF NET
FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR AIR
REQUIRED BY TABLE M1507.7.3.3.(1)
WINDOW NOTES:
PER IRC R308.4.3 W2 SHALL BE SAFETY GLAZING
PER IRC R312.21. WINDOWS WITH OPENINGS LESS THAN 24"
ABOVE THE FINISH FLOOR SHALL COMPLY WITH ONE OF
FOLLOWING.
1. HAS OPENING OF LESS THAN 4"
2. PROVIDE WINDOW FALL PREVENTION DEVICES THAT COMPLY
WITH ASTM F2090
3. PROVIDE WINDOW OPENING CONTROL DEVICES THAT
COMPLY WITH R312.2.2
NEC 210.8 GROUND -FAULT CIRCUIT-INTERUPTER (GFCI)
PROTECTION SHALL BE PROVIDED FOR ALL RECEPTICLE OUTLETS
INSTALLED OUTDOORS, IN GARAGES, CRA�yL SPACES, UNFINISHED
BASEMENTS, BATHROOMS, KITCHEN COUNTERTOPS AND ►WITHIN 6
FEET OF THE OUTSIDE EDGE OF THE SINK IN LAUNDRY ROOMS,
UTILITY ROOMS AND AT SET -BARS.
NEC 210.52(C)(1) RECEPTICAL OUTLETS SHALL BE INSTALLED AT
EACH COUNTERTOP AND WORK SURFACE THAT IS 12 INCHES OR
�yIDER, RECEPTICAL OUTLETS SHALL BE INSTALLED SO THAT NO
POINT ALONG THE VyALL LINE IS MORE THAN 24 INCHES
MEASURED HORIZONTALLY FROM A RECEPTIACLE OUTLET IN
THAT SPACE.
VERIFY IN FIELD
ALIGN INTERIOR
SOUTH BALL
AS NOTED
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EQUIPMENT OUTLET
RECESSED CAN FIXTURE
WALL MOUNT FIXTURE
ROOF VENTING
ROOF AREA = 520 SF
520 SF / 300 = 1.73 SF
144x1.73sf=250 SI VENTING REQUIRED
125 SI AT RIDGE
75 SI AT EACH EAVE
VENTING PROPOSED
360 SI AT RIDGE 38.5 SI AT EACH EAVE
AREA OF 2" DIA HOLE = 3.14 SI
13 75
��"�
X HOLES 7.12 S15 PERR BLOCK
ADDITION = 357 SF GROSS 20x17-10
= 3.5 SI PER LF X 1 1 = 38.5 SI
ADDITION = 337 SF NET 20'x 16'-10"
2018 Washington State Energy Code -Residential
GAF COBRA VENT 3 HAS 18,0 SI � LF X 20 LF = 360 SI
Table 046.3 (energy credits)
4. Additions less than 500 sf: 1.5 credits
TABLE R406.2
FUEL NORMALIZATION CREDITS
Simple Heating System Size: Washington State
Maximum Heat Equipment Output 10,018 Btu /Hour
2 For an initial heating system using a heat pump 1.0
that meets federal standards for the equipment
Mitsubishi - 12k BTU Cooling +Heating - M-Series Wall Mounted
listed in Table C403.3.2(1)C or C403.3.2(2)
Air Conditioning System - 23.1 SEER
ModeI:MZ-GL12NA
TABLE 406.3
$1,605.75
ENERGY CREDITS
1.3 Prescriptive compliance is based on Table R402.1.1 with the following 0.5
modifications:
Vertical fenestration U = 0.28
Floor R-38
Slab on grade R-10 perimeter and under entire slab
RES U B
Below grade slab R-10 perimeter and under entire slab
or
DeC 09 2021
Compliance based on Section R402.1.4: Reduce the Total conductive UA
CITY OF EDMONDS
by 5%.
DEVELOPMENT SERVICES
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Table 046.3 (energy credits)
4. Additions less than 500 sf: 1.5 credits
5.4 Water heating system shall include one of the following:
Electric heat pump water heater meeting the standards for Tier I of NEEA's
advanced water heating specification
Rheem TM Hybrid Electric is
XE80T10H45U0
NEEA Tier 3
https://neea.org
1.5
RESUB
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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CITY OF EDMONDS
ES
DEPARTMENT
ABBREVIATIONS
ARCH.
ARCHITECT
GENERAL STRUCTURAL NOTES
BAL.
BALANCE
(THE FOLLOWING APPLY UNLESS NOTED OTHERWISE)
B. OR BOT.
BOTTOM
BTWN.
BETWEEN
BLDG.
BUILDING
BRG.
BEARING
C.I.P.
CAST IN PLACE
C.J.
CONSTRUCTION JOINT
1.
DESIGN CODE AND STANDARDS
CL
CENTERLINE
a. 2018 IBC
CLR.
CLEAR
b. OTHER DOCUMENTS REFERENCED BY THESE NOTES SHALL BE THE SPECIFIC
CMU
CONCRETE MASONRY UNIT
EDITION REFERENCED BY THE BUILDING CODE SPECIFIED ABOVE, OR IF NOT
COL.
COLUMN
SPECIFIED, SHALL BE THE LATEST EDITION.
CONC.
CONCRETE
2.
DESIGN LOADS
C.S.J.
CLOSURE STRIP JOINT
a. RISK CATEGORY = II
EA.
EACH
b. ROOF LIVE LOAD 25 PSF
E.E.
EACH END
c. SNOW LOAD 25 psf GROUND 25 psf MINIMUM
E.F.
EACH FACE
d. FLOOR LIVE LOAD 40 PSF RESIDENTIAL
E.J.
EXPANSION JOINT
e. LIVE LOAD AT BALCONIES, DECKS AND ROOF DECKS 1.5x(50psf) =75 PSF
EL. OR ELEV.
ELEVATION
f. SEISMIC
EQ.
EQUAL
i. Ss = 1.294, S� = 0.457, SITE CLASS "D" Sds-0.86, Sd1-0.56
E.S.
EACH SIDE
ii. BASIC SEISMIC FORCE RESISTING SYSTEMS) =LIGHT FRAMED WALLS
E.W.
EACH WAY
SHEATHED WITH WOOD PANELS.
F.O.C.
FACE OF CONCRETE
iii. CS = 0.133, R = 6.5. EQUIVALENT LATERAL FORCE PROCEDURE WAS USED.
F.O.S.
FACE OF STUD
g. WIND LOAD
F.O.W.
FACE OF WALL
i. BASIC WIND SPEED 110 (85 ASD) (MPH). (ASCE 7, 3 SECOND GUST)
FTG.
FOOTING
ii. EXPOSURE B, Wall=18.4psf@ CORNERS LRFD, Ktz=1.0
GA.
GAGE
iii. IBC LOAD CASES PER SEC. 1605.2 OR 1605.3.1 ONLY Ko = 0.85
GALV.
HOT DIP GALVANIZED
3.
OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
G.W.B.
GYPSUM WALL BOARD
PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL
H. OR HORIZ.
HORIZONTAL
REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA
I.B.C.
INTERNATIONAL BUILDING CODE
STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND
I.C.C.
INTERNATIONAL CODE COUNCIL
METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE
I.F
INSIDE FACE
SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE
INC.
INCLUDING
K OR KIP
(1000 POUNDS)
GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL
L.W.
LONG WAY
AS JOBSITE SAFETY ON THIS PROJECT.
N.F.
NEAR FACE
4.
FOUNDATION &SLABS THE FOUNDATION WAS DESIGNED FOR 1,500 psf.
ASSUMED.FOOTINGS AND SLABS SHALL BEAR SOLELY ON UNDISTURBED NATIVE SOILS
N.T.S.
NOT TO SCALE
AND BACKFILL TO BE 95% COMPACTED. ALL EXTEROR FOOTINGS TO BE FOUNDED 18"
OC
ON CENTER
MIN. BELOW FINAL GRADE. FOR CANTILEVERED RETAINIG WALLS WITH ACTIVE
O.F.
OUTSIDE FACE
BACKFILLUSE AN ACTIVE PRESSURE OF 35 PCF (USE NON -EXPANSIVE GRANULAR
O.S.
OUTSIDE
BACKFILL.
O.T.O.
OUT TO OUT
PL
PLATE
5.
CONCRETE
REINF.
REINFORCING
a. F'c=3000 PSI. @ 28 DAYS 5 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL
REM.
REMAINDER
CONCRETE SLABS. CONTRATOR MAY PROVIDE DESIGN MIX TO MEET THE MINIMUM
R.O.
ROUGH OPENING
REQUIREMENTS
SECT.
SECTIONS
b. USE TYPE I/II CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE
SIM.
SIMILAR
REQUIRED. SUBMIT FOR APPROVAL.
S.J
SHRINKAGE JOINT
c. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE
STL.
STEEL
IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO
SW
SHEARWALL
CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4"
SYMM.
SYMMETRICAL
MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED
T.
TOP
WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.
T.O.B.
TOP OF BEAM
d. FOR ADMIXTURES, SEE SPECIFICATIONS.
T.O.F.
TOP OF FOOTING
T.O.S.
TOP OF STEEL
e. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON
T.O.S.
TOP OF SLAB
ARCHITECTURAL DRAWINGS.
T.O.W.
TOP OF WALL
.
TYP.
TYPICAL AT ALL SIMILAR PLACES
6.
REINFORCING STEEL
U.N.O.
UNLESS NOTED OTHERWISE
a. ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE
V.E.F.
VERTICAL EACH FACE
60 (fy=60,000 psi)
VERT.
VERTICAL
b. WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185.
V.F.F.
VERTICAL FAR FACE
c. LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1'-10" MINIMUM UNLESS
VFY
VERIFY
NOTED OTHERWISE. CORNER BARS (1'-10" BEND) TO BE PROVIDED FOR ALL
V.I.F.
VERTICAL INSIDE FACE
HORIZONTAL REINFORCEMENT.
V.N.F.
VERTICAL NEAR FACE
d. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF
V.O.F.
VERTICAL OUTSIDE FACE
DETAILING REINFORCED CONCRETE STRUCTURES". REINFORCING HOOKS TO
W.A.B.O.
WASHINGTON ASSOC. OF BUILDING OFFICIALS
COMPLY WITH STANDARD ACI HOOKS.
W/
WITH
e. COVER TO MAIN REINFORCEMENT TO BE:
W/O
WITH OUT
i. BOTTOM OF FOOTINGS = 3 INCHES
W.H.S.
WELD HEAD STUD
ii. FORMED SURFACES WEATHER &EARTH FACE = 1-1/2 INCHES
@qT
AT
iii. FORMED SURFACES INTERIOR FACE = 3/4 INCHES
7.
REINFORCING STEEL WELDING
a. USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE
WELDED. SUBMIT MILL CERTIFICATES.
b. FOLLOW PROCEDURES OF ANSI/AWS D1.4-92, "STRUCTURAL WELDING CODE
REINFORCING STEEL".
c. USE CERTIFIED WELDERS.
d. PROVIDE SPECIAL INSPECTION PER CODE.
8.
FRAMING LUMBER
a. GRADES AND STRESSES SHALL CONFORM WITH THE LATEST EDITION OF "WESTER
LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR
WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED
OTHERWISE.
b. EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED.
BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL HAVE A STANDARD CUT
WASHER. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS FOR ALL
NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN
DIAPHRAGMS.
9.
GLU -LAMINATED WOOD MEMBERS
a. GLUM -LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH
ANSI/AITC A190.1-07 AND AITC 117-10 OF APA-EWS Y117. USE COMBINATION EWS
24V4(DF/DF) Fb=2400PS1, Fvx=190 PSI, FOR SIMPLE SPAN BEAMS AND
COMBOINATION EWS 24V8 (DF/DF) Fb=2400PS1, Fvx=190PS1 FOR CANTILEVERED
BEAMS. ADHEASIVE TO BE "WET USE". ALL MEMBERS TO FIT SNUG AND TIGHT IN
THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED
10.
MANUFACTURED WOOD BEAMS
a. MANUFACTURED BY WYWERHAUSER IN ACCORDANCE WITH VAR-1008 &ESR 1387.
MATERIALS TO COMPLY WITH ICC ES REPORT NOI. ESR-1387. MICROLAM LVL 2.0E
Fb=2750PS1, TIMBERSTRAND LSL 1.3e Fb=1700, PAPRALAM PSL 2.Oe Fb=2900.
MEMBERS TO BE MANUFACTURED FREE OF FINGER JOINTS, SCAFS OR
MECHANICAL CONNECTIONS. ADHESIVES TO BE WATERPROOF TYPE CONFORMING
TO ASTM D-2559. MANUFACTURED IN AN APPRVED PLANT AND IDNETIFIED BY A
STAMP INDICATING THE PRODUCT TYPE &GRADE, NER REPORT NUMBER,
MANUFACTURORS NAME, PLANT NUMBER AND INDEPENDENT INSPECTION
AGENCY'S LOGO. ALL MEMBERS TO FIT SNUG AND TIGHT IN THEIR CONNECTIONS
AND DEVELOP FULL BEARING AS INDICATED.
11.
WOOD TRUSSES
a. DESIGN FOR GRAVITY AND WIND UPLIFT LOADS SHOWN ON PLANS. ACCOUNT FOR
HORIZONTAL WIND OR SEISMIC REACTIONS FROM WALLS TO TRUSS CHORDS
INDICATED ON DRAWINGS. VERIFY SIZE AND LOCATION OF ALL LOADS DUE TO
MECHANICAL, PLUMBING AND ELECTRICAL. SEE PLANS FOR ADDED LOADS SUCH
AS PLANTERS ETC. SECTIONS AND PLANS INDICATE ONLY OUTLINES OF TRUSES.
MANUFACTURER TO SELECT THE WEB AND CHORD MEMBERS REQUIRED TO CARRY
LOADS.
b. PLATE MANUFACTURER SHALL BE A MEMBER OF THE TRUSS PLATE INSTITUTE.
c. SHOP DRAWINGS TO BE STAMPED BY ONE ENGINEER LICENSED IN THE STAE IN
WHICH THE PROJECT IS LOCATED
12. WOOD STRUCTURAL PANELS
a. COMFORM WITH THE U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT
STANDARDS. PS1-09, STRUCTURAL PLYWOOD OR PS2-10 PERFORMANCE STANDARD
FOR WOOD BASED STRUCTURAL USE PANELS. ALL PANELS RATED EXPOSURE 1.
b. ROOF SHEATHING -'/s" CDX 24/0. UNO ON PLANS NAIL WITH 8D COMMON WITH 1 '/2"
PENETRATION.
c. WALL SHEATHING -'/2 CDX 24/0. UNO ON PLANS NAIL WITH 8D COMMON WITH 1 '/s"
PENETRATION.
d. FLOOR SHEATHING - 3/4 T&G. GLUE &NAIL WITH 8D COMMON WITH 1 '/2"
PENETRATION.
13.
14. SPECIAL INSPECTIONS
a. INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN
INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY
THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS
THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT.
b. FOUNDATION:
i. SOILS ENGINEER TO INSPECT PILE INSTALLATION.
c. CONCRETE:
i. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH.
SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS
AND PLACING OF ALL REINFORCED CONCRETE.
d. REINFORCING:
i. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE
DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE.
SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING
STEEL.
e. WELDING:
i. SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING.
INSPECT ALL FIELD WELDING -VERIFY CERTIFICATION OF WELDERS.
CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL
WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL
ENGINEER OF WELDS NOT MEETING SPECS.
f. CONC. &MASONRY EXPANSION ANCHORS
i. COPY OF ICC REPORT FOR ANCHORS USED MUST BE AVAILABLE AT JOB SITE.
VERIFY ANCHORS IN ACCORDANCE WITH REPORT.
g. CONC. &MASONRY ADHESIVE ANCHORS
i. COPY OF ICC REPORT FOR ANCHORS AND ADHEASIVE USED MUST BE
AVAILABLE AT JOB SITE. VERIFY ANCHORS IN ACCORDANCE WITH REPORT.
ii. VERIFY INSTALLERS ARE CERTIFIED FOR HORIZONTAL AND OVERHEAD
INSTALLATIONS.
a. .
15. SHOP DRAWINGS
a. SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF
SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED
& STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR:
i. STRUCTURAL STEEL, MISCELLANEOUS STEEL
ii. REINFORCING STEEL.
iii. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS
IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND
CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING
COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER
OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR
CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS.
iv. SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL
TAKE PRECEDENT OVER THE SHOP DRAWINGS.
16. SPECIAL CONDITIONS
a. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL
STRUCTURAL MEMBERS DURING CONSTRUCTION.
b. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO
INSTALLATION.
c. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL OR ELECTRICAL EQUIOMENT
AND OTHER MECHANICAL PIPING, FIXTURES, ETC NOT SPECIFICALLY SHOWN ON
THE STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS SHALL BE DESIGNED
BY A REGISTERENGINER IN THE STATE OF THE PROJECT.
17. STRUCTURAL DRAWINGS
a. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND
CONSTRUCTION.
b. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR
COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO
BID AND CONSTRUCTION
c. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BUILDING LAYOUT
DIMENSIONS AMONG ALL TRADES INCLUDING SHOP FABRICATED ITEMS.
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