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GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVEN -M21
UE NORTH EDMONDS, WA 98020 (425) 771-0220 FAX (425) 771
Website: mad.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
118ring Engineering
Building
C. I�Qcli 14, 20
Contractors Bonding and Insurance Company
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Mark Noma, Attorney -in -Fact
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1213 Valley Street
Seattle, WA 98109
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Re: Meadowdale Landslide Hazard -Area Restoration Bond # LC2971,
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q Prestigious Pools at 16510 76 Avenue.W, Edinonds, WA 98020
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Dear Sir or Madam:
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The City of Edm nds hereby authorizes the release of $4
mentioned Meadowdale Landslide Hazard Area Restoration Bond. All. interested City
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departments have approved the release of the Restoration Bond.
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Sincerely,.
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Marie Harrison
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Senior Pen -nit Coordinator
Cc: Prestigious Pools
File
U'I'eiiip/Ds*r,sim,.istei-Lettei-s/itele,,ise Pel
Incorporated August I 1 1890
Fi�
GARY HAAKENSON
CITY OF EDMONDS MAYOR
EDMONDS. WA 98020 (Q5) 77 1 .0220 FAX (425) 771-0221
121 9Ti i AVENUE NORTH
Website: wwwdedinondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Building - Engineering
Planning
March 3, 2006
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Mr. & Mrs. Robert McCoy 0
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.16510 76 Avenue West
Edmonds, Washington 98026 :fi,
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RE: Request for Alternate Design, Swimming Pool Permit #2005-0839
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Negative Edge Pool -Protection, Guard, Fence, Trough Protection
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Dear Mr. & Mrs. McCoy:
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The City of Edmonds Building Division is in receipt of a request for alternate design (fated November
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8, 2005 submitted oil your behalf by Mr. J. Stephen Peterson, AIA, oil two issues associated with
construction of your negative edge swimming pool. The original request was supplemented with
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additional inforination provided oil February 27, 2006, by Mr. Jerry Gray from Prestigious Pools Inc. n
which included a supplemental letter from Mr. Peterson dated February 6, 2006 and a letter dated
February 24, 2006 from Gary L. Nelson, Senior Staff Engineer for the International Code Council. M M
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Please be advised, an alternate design approval is not a 'variance' from the code�rather, it Is the 01711
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design professional requesting and demonstrating that in his/her professional opinion, equivalency to
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the cod reqLfirernent is met with the proposed alternate design. The Building Official reviews [lie r
disagrees with the argurnent of code equivalen y. , As with all alternate (Icsign
request and concurs oi C
requests, the City suggests that.you as property owners consult with your legal advisors and insurance
company regarding liability associated with alternate designs. >
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Alternate Desigpleguest It I
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Th6 first request by'your Architect for alternate design approval'is to consider the west pool walla
:guard (as defined in the International Residential Code) for the-protcction of, falls in accordance .0
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with R312 w. ool floor defined. as the walking surface from which tile guard height is
measured. International Residential Code Section R312 states, "Porches, balconies or raised floor
surfaces located more than 30 inclies above the floor or grade below shall have guards not less than
36 inches..
1,11 this spccific design, because the property is steeply sloped toward the west, that portion. of the
ate a fall varying
west pool wall where the pool water cascades over the coped pool edge will cre,
from three f6et to seven feet (note final graded slopes may exceed 7 feet). Tile aesthetics of the
negative edge pool would be compromised by a guard placed across that portion of coped pool
edge that creatcs tile water fall afflect, thus the request for alternate design.
incorporated August 11, 1890
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Mr. & Mrs. McCoy
Page Two
March 3, 2006
ind
In consideration or all information submitted, as Building Official for tile City of Edmonds I F
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at the
that the Architect has adequately argued that the coped pool edge is not a Walking surface; th,
pool floor is the walking surface from which guard height is measured; and that tile pool wall itself
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is the guard as required by IRC R312. This request for alternate design is hereby approved,
allowing the guard along the coped pool edge on the western side of the swimming pool to be
ornitted as shown on the revised plans based on the concept that tile western swimming po ol wall
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itself acts at the guard and provides a 36 inch barrier from the bottom of the pool wa lking surface
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to the top of the copcd pool edge.
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Please be advised as Gary L. Nelson, P.E. noted. in the last paragraph of his letter there is still an
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-tiling hazard associated with this design concept. As owners of the property you should
inherent ft
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investigate and be aware of the risks associated with negative edge pools to safeguard against
floating or falling accidents.
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Alternate Design Reuest ff2
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The second request by your Architect for alternate design is to consider. t idc of the
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ing po I area as required
west pool wall a fence for the purpose of restricting access into the swimm 0
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by Edmonds Community Development Code Chapter 19.00.005(c)(7). This code section states
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that the swimming pool area shall be completely surrounded by a substantial fence at least 6 feet in
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height. The aesthetics of the negative edge pool water fal 1. affect would be compromised by a. fence,
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thus the request for alternate design.
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According to approved plans, all portions of the west pool wall will be greater than 6. feet above
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all that catches the cascading water, a trough catch basin
grade. However, for that portion of pool w,
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is provided at the base of the wall. Because this trough is not permitted to contain water exceeding
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a depth of 24 inches (if 24 inches is exceeded a 6 foot fence would be required to restrict unwanted
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access to this pooled water area) the Architect is proposin a permane ntly affixed grate in order to
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eliminate ponding water greater than 24 inches in depth. Because tile trough grate creates a
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walking surface within tile trough, the grate-mu'st be placed such that the distance from the.walking
a min' of 6 feet --in order to meet
surface of the.grate to the top,of the coped edge pool wall is imurn
the minimum 6 foot high wall/fence requirement. (Note, grate openings shall not excee d 2 inches.)
In consideration of all. information submitted, fficial for the City of Edmonds I find
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that the Architect has adequately argued that the western pool wall may 'be considered a fence for
tile purpose of preventing unwanted access into the pool area provided the pool ti 'ough catch basin.
grate is placed such that the top of the pool wall shall not be less than 6 feet measured firolli tile
walking surface of tile grate. This request for alternate design is hereby approveg. To clarify
the grate is required to prevent ponding water greater than 24 inches ill depth. If the grate is
ornitted a code compliant fence shall be required to prevent unwanted access to tile trough area.
J. Stephen Peterson
Associates, P. S.
A R C H I T E C T
18209 NE 175"' Place, Woodinville. WA. 98072 Phone/FaX 425-788-9434 JSParcilitect@comcast.net www.NWarchitect.com
February 6, 2006
To: Tile City of Edmonds
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Community Servic s Department
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250 Fifth. Avenue North
01
Edmonds, WA 98020
FEB
Att: Jeannine L. Graf B DEPAMUENT
SUILDIN,
OF EDMONDS
Building Official CrTy
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RE: Plan Check # 04-2167
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McCoy Pool
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16510 76"' Ave. West
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Edmonds, WA 98026
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Dear Ms. Graf,
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This is a reply to your letter dated February 3, 2006.
Proof of code equivalency for proposed Negative Edge Pool, "Guard" requirements.
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"Alternate Designs", submitted to the City of Edmonds, November 7, 2005.
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NEGATIVE'EDGE POOL, NOT A "WALKING SURFACE"
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1. A true Negative Edge Pool, 2" wide at the top, per Plan, Cross Section "A" & detail I
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Sheet A 2.1 and Elevati ns on Sheet A
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A. Definition of "GUARD", 2003 International Residential Code
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A building component or system of building components located near the open sides
of elevated walking surfaces that minimizes tile possibility of a fall fr6rn the walking
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surf�cc to the lower level.
ANSWERS:
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I . Our negative edge "T' wide and not accessible from anywhere except from deep
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water inside the pool, is Not a Walking Surface". No "Guard" is required.
2. Code Section lt312, GUARDS
Porches, balconies or raised floor surfaces located more, than 30 inches above the floor or,
grade below shall have guards not less than 16" in height. Etc.
Our negative edge of 2" width is not a "PORCH", "BALCONY" or "RAISED FLOOR",
The code doesn't define porch or raised floor, but logically you must accept that a 2"
wide edge is neither. Tile definition of a Balcony, Exterioran exterior floor projecting
from and supported by a structure without additional independent supports, does not
apply.
Page 2
The general contractor, for the job, Jerry Gray faxed you h is reply on February I", 2oo6
adding that lie had discussed this issue with other Building Offici. I
a s
The following Building Officials agreed with Jerry Gray, that our negative edge'pool
design did not violate any code issues or need for any guard railing. I hope that you
agree with these code interpretations and that we can proceed with your City's approval
of our "Alternate Designs" as soon as possible.
You are welcome to discuss this issue with the following Building Department Officials
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Please note that I have not personally spoken with any of these individuals. Jerry Gray
gave me*these name and his explanations of the conversations that they had.
Snohomish County Building,Dcpartment:
Kcith,.Building Official 388-3111.
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City of Bellevue Building Department
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Tom Miller, Building Official (425)452-6851
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City of Woodway Building Department
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Tom Phillips, Building Official (253) 630-9548
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POOL TROUGH ISSUE
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Your second int in your letter dated February 3, 2006 asks for the architcct to provide details
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to resolve the depth of the pool trough exceeding the allowed 24", or fence protection.
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ANSWER:
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1. Our drawing submittal as of November 7, �005 provides you with this input.
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Please see Cross Section "A' , sheet A 2. 1. This shows the grate installed into a concrete
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trough with a Strongwell fiberglass grate 48" span. Located per plan change delta 6,
dated 11-7-05. 1 have also included a copy of that detail, please see enclosed.
I hope this addresses your concerns and that we can avoid any further delays in the process of this permit
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being finalized.
It is not to your advantage or my clients to force the renewal of this permit. I hope that we can agree on
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these issues and.succcssfully complete this project. Please call or email me a quick reply.
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Sincerely
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J. Stephen Peterson, President
Project Architect
cc:. Client, Jerry Gray, Office File.
DEFINITIONS
tBJ FLAME SPREAD INDEX. The numeric value assigned
GRADE.Me finished ground level adjoining the building at
to a material tested in accordance with ASTM E 84.
all exterior walls.
FLOOD -LEVEL RIM. The edge of the receptor or fixture
GRADE FLOOROPENING. A window orotheropcning lo-.
from which water overflows.
cated such that the sill height of the opening is not more than 44
inches (I I 18 min) above or below the finished ground level ad -
FLOOR DRAIN. A plumbing fixture for recess in the floor
Jacent to the opening.
having a floor -level strainer intended for the purpose of the col-
lection and disposal of waste water used in cleaning the floor
GRADE, PIPING. See "Slope."
and for the collection and disposal of accidental spillage to the
JBJ GRADE PLANE. A reference plane representing the aver-
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floor.
. age of the finished ground level adjoining the building at all ex-
01
FLOOR FURNACE. A self-contained furnace suspended
tenor walls. Where the finished ground level slopes away from
the exterior walls, the reference plane shall be established by
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from the floor of the space being heated, taking air for combus-
tion from outside such space, and with means for lighting the
the lowest points within the area between the building and the
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appliance from such space.
lot line or, where the lot line is more than 6ft (1829 mm) from
the building between the structure and. a point 6 ft 1829 mm)
FLOW PRESSURE. The static pressure reading in the
from the building.
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water -supply pipe near the faucet or water outlet while the fau-
GROSS AREA OF EXTERIOR WALLS. The normal pro-
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cet or water outlet is open and flowing at capacity.
jection of all exterior walls, including the area of all windows
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FLUE. See "Vent.",
and doors installed therein.
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FLUE, APPLIANCE. The passages within an appliance
GROUND -SOURCE HEAT PUMP LOOP SYSTEM. Pip
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through which combustion products pass from die combustion
ing buried in horizontal or vertical excavations or placed in a
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chamber to the flue collar.
body of water for the purpose of transporting heat transfer liq
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FLUE COLLAR. The portion of a fuel -burning appliance de-
for the of a draft hood, vent con nectoi* or
uid to and from a heat pump. Included in this definition are
closed loop systems in which the liquid is recirculated and open
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signed attachment
loop systems in which the liquid is drawn from a well or other
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venting system.
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FLUE GASES. Products of combustion plus excess air in ap-
flues or heat exchangers.
GUARD. A building component or a system of building corn-
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pliance
ponents located near the open,sides of elevated
ponents I L19-
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FLUSH VALVE. A device located at the bottom of a flush tank
FGARDU
faces that minimizes the possibility of a fall from the walking
faces that
'suace
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that is operated to flush water closets.
to the lower level.
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FLUSHOMETER TANK. A device integrated within an air
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X7BITX RER"PACCTWace in a building for living,
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accumulator vessel that is designed to discharge a
predetermined quantity of water to fixtures for flushing pur-
sleeping, eating or cooking. Bathrooms, toilet rooms, closets,
halls, storage or utility spaces and similar areas are not consid-
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poses.
ered habitable spaces.
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FLUSHOMETER VALVE. A flushometer valve is a device
[B] HANDRAIL. A horizontal or sloping rail intended for
that discharges a predetermined quantity of water to fixtures for
grasping by the hand for gu idance or support.
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flushing purposes and,is actuated by direct water pressure.
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HANGERS. See "Supports."
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[B] FOAM PLASTIC INSULATION. A plastic that is inten-
HAZARDOUS LOCATION. Any locatio n considered to be a
tionally expanded by the use of a foaming agent to produce a
fire hazard for flammable vapors, dust, combustible fibers or
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reduced -density plastic consisting open or closed cells distrib
other highly combustible substances.
uted throughout the plasticand that has a density less than 20
HEATING DEGREE DAYS (HDD). The sum, on an annual
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pounds per cubic foot (320 kg/M3).
basis, of the difference between 65F (I 8'Q and the mean tem-
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FUEL-PEPING SYSTEM. All piping, tubing, valves and,fit-
perature for each day as determined from "NOAA Annual De-
tings used to connect fuel utilization equipment to the point of
gree Days to Selected Bases Derived from the 1960-1990
fuel delivery.
Normals" or other weather data sources acceptable to the code
FULLWAY VALVE. A valve that in the full open position has
official.
an opening cross -sectional area equal to a minimum of 85 per
HEAT PUMP. An appliance having heating or heating/cooling
cent of the cross -sectional area of the connecting pipe.
capability and that uses refrigerants to extract heat from air, liq
arranged
FURNACE. A vented heating appliance designed or.
Uid or other sources.
ace or through a
to discharge heated air into a conditioned sp.
[B] HEIGHT, BUILDING. The vertical distance from grade
duct or ducts.
plane to the average height of the highest roof surface.
GLAZING AREA. The interior surface area of all glazed fen-
[B] [[EIGHT, STORY.The vertical distance from top to top of
estration, including the area of sash, curbing or other ffilinilig
mished floor surfaces; and,
two successive tiers of beams or F
elements, that enclose conditioned space.. Includes the area of
glazed fenestration assemblies in walls bounding conditioned
for the topmost story, from the top of the floor finish to the top
of the ceilingjoists or, where there is not a.ceiling, to the top of
basements.
the roof rafters.
2003 INTERNATIONAL RESIDENTIAL CODO
BUILDING PLANNING
R311.5.6.3 Handrail grip size. All required handrails
R311.6.3 Handrails required. Handrails shall be provided
shall be of one of the following types or provide cquiva�
on at least one side of all ramps exceeding a slope of one unit
lent graspability.
vertical in 12 units horizontal (8.33-percent slope).
Type I- Handrails with a circular cross section shall
113,11.6-3.1 Height. Handrail height, measured above the
have an outside diameter of at least I V, inches (32
finished surface of the ramp slope, shall be not less than
mm) and not greater than 2 inches (51 mm). If the
34 inches (864 rum) and not more than 38 inches (965
handrail is not circular it.shall have a perimeter di-
mm).
mension.of at least 4 inches (102 mm) and not
R311.6-3.2 Handrail grip size. Handrails on ramps
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greater than 61/4 inches (t6O mm) with a maximum
shall comply with Section R311.5.6.3.
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cross section of dimension of 21/4 inches(57 mm).
R311.6.3.3 Continuity. Handrails. where required on
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2. Type [I. Handrails with a peri meter greater than 61/4
ramps shall be continuous forthe full length of the ramp.
inches (160 mm) shall provide a graspable finger re-
Handrail ends shall be returned or shall terminate in
cess area on both sides of the profile. ne finger re-
newel posts or safety termfhals. Handrails adjacent to a
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cess shall begin within a distance of3/4 inch (19 mm)
from the tallest of the
wall shall have a space of not less than 1.5 inches (38
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measured vertically portion
5/,6
turn) between the wall and the handrails.
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profile and achieve a depth of at least inch (8
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nun) within 1/8 inch (22 mm) below the widest por-
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tion of the profile. This required depth shall con-
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SECTION R312
S E
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tinue for at lea st 3/, inch (10 nim) to a level that is not
GUARDS
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less than 13/4 inches (45 nun) below the tallest por-
tion of the profile. The minimum width of the hand-
u i r e d
R312.1 Guards required. Porches, balconies or raised floo[
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rail above the recess shall be 11/4 inches (32 mm) to a
r e t h a r
surfaces located more than 30 inches (762 mm) above the floor
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maximum of 23/4 inches (70 mm). Edges shall have
-------- ;� a
or gradebelow shall have guards not less than 36 inches (914
r g r a c 10 w s h a I
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a minimum radius of 0.0 t inches (0.25 mm).
i t. 0 _n s d s of stairs with a total rise of more than
mm) in height. Open sides
mm in h c gh P
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R311.5.7 Illumination. All stairs shall be provided with it-
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30 inches (762 mm) above the floor or grade below shall have
3 1 ch e (7 in
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guards not less than 34 inches (864 mm) in height measured
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g d n les an 34
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�uniination in ac cordance with Section R303.6.
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vertically from the nosing of the treads.
vertically from the nosin2
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R311.5.8. Special stairways. Circular stairways, spiral
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Porches and decks which are enclosed with insect screening
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stairways, winders and bulkhead enclosure stairways shall
shall be provided with guards where the walking surface is to-
sl 11 prov wit gu.
ia ided h
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comply with all requirements of Section R311.5 except as
cated more than 30 inches (762 min) above the floor or grade
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specified below.
below.
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R311.5.8.1 Spiral stairways. Spiral stairways are per-
R312.2 Guard opening limitations. Required guards on open
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mitted, provided die minimum width shall be 26 inches
having 71/2-inches (190 mm)
sides of stairways, raised floor areas, balconies and Porches
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(660 mm) with each tread a
shall have intermediate rails or ornamental closures which do
minimum tread depth at 12 inches from the narrower
not allow passage of a sphere 4 inches (102mm) or more in di -
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edge. All treads shall be identical, and the rise shall be no
ameter.
more than 91/, inches (241 mm). A minimum headroom
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of 6 feet 6 inches (1982 mm) shall be provided.
Exceptiom
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R311.5.8.2 Bulkhead enclosure stairways. Stairways
1. 'Ibe.triangular openings formed by the riser, tread and
serving bulkhead enclosures,. not part of the required
bottom rail of a guard at the open side of a stairway are
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building egress, providing access froin the outside grade
permitted to be of such a size that a sphere 6 inches
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level to the basement shall be exempt from the require-
(152 mm) cannot pass through.
ments; of Sections R311.4.3 and R311.5 where the maxi-
2. Openings for required guards on the sides of stair
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mum height from the basement finished floor level to
treads shall not allow a sphere 41/8 inches (107 mm) to
grade adjacent to the stairway does not exceed 8 feet
pass through.
(2438 mm), and the grade level opening to the stairway is
covered by a bulkhead enclosure with hinged doors or
other approved means.
SECTION R313
311.6 Ramps.
SMOKE ALARMS
R311.6.1 Maximum slope. Ramps shall have a maximum
[F] R313.1 Smoke alarms. Smoke alarnis sliall be installed it)
slope of one unit vertical in eight units horizontal (I 2.5-per-
the following locations:
cent slope).
In each sleeping room.
R311.6.2 Landings required.. A I minimum 3-foot-by-3-foot
2. Outside cacti separate sleeping area in the immediate vi-
(914 1 min by 914 min) landing shall be provided:
cinity of the bedrooms.
1. At the top and bottom of ranips,
3. On each additional story of the dwelling, inc luding base-
nients but not including crawl spaces and uninhabitable
2. Where doors open onto ranips,
attics. In dwellings ordwelling units with split levels and
3. Where ramps change direction.
without an intervening door between the adjacent levels,
)03 INTERNATIONAL RESIDENTIAL CODO
51
DEFINITIONS
position between two tightly closing shutoff valves and with
j BI BRACED WALL PANEL. A section of a braced wall line
means for testing for tightness of the checks and opening of
constructed in accordance with Section R602.10 for wood
relief means.
framing or Section R603.7 or R30 1. 1.1 for cold -formed steel I
BACKFLOW, WATER DISTRIBUTION. The flow of water
framing, which extend the full height of the wall.
or other liquids into the potable water -supply piping from any
BRANCH. Any part of the piping system other than a riser,
sources other than it-, intended source. Backsiphonage is one.
main or stack.
type of backflow.
BRANCH, FIXTURE. See "Fixture branch, drainage."
BACK -PRESSURE. Pressure created by any means in the wa-
BRANCH, HORIZONTAL. See "Horizontal branch, drain -
ter distribution system, which by being in excess of the pres-
age.,,
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sure in the water supply mains causes a potential backflow
BRANCH, INTERVAL. A distance along a soil or waste stack
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condition.
corresponding to a story height, but not less than 8 feet (2438
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BACKPRESSURE, LOW HEAD. A pressure less than or
mm), within which the horizontal branches from one floor or
equal to 4.33 psi (29.88 kPa) or the pressure exerted by a
story of a building are connected to the stack.
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10-foot (3048 mm) column of water.
BRANCH, MAIN. A water -distribution pipe that extends hor-
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BACKSIPHONAGE. The flowing back of used or contami-
izontally off a main or riser to convey water to branches or fix-
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nated water from piping into a potable water -supply pipe due to
ture groups.
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a negative pressure in such pipe.
BRANCH, VENT. A vent connecting two or more individual
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BACKWATER VALVE. A device installed in a drain or pipe
vents with a vent stack or stack vent.
to prevent backflow of sewage.
BTUAI.The listed maximum capacity of an appliance, absorp-
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NY, EXTERIOR. An exterior tin
[Bjj BALCO n floor proje�
tion unit or burner expressed in British thermal units input per
=floorprojecting
m I p stn lout
from and supported by a structure without additional independ-
dbya it
=supports.
hour.
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nt
e suppo
[B] BUILDING. Building shall mean any one- and two-family
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BALL COCK. A valve that is used inside a gravity -type water
dwelling or portion thereof, including townhouses, that is used,
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closet flush tank to control the supply of water into the tank. It
or designed or intended to be used for human habitation, for liv-
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may also be called a flush -tank fill valve or water control.
ing, sleeping, cooking or eating purposes, or any combination
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(B] BASEMENT. That portion of a building that is partly or
thereof, and shall include accessory structures thereto.
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completely below grade (see "Story above. grade").
BUILDING DRAIN. Ile lowest piping that collects the dis-
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BASEMENT WALL.The.opaque portion of a wall that en-
charge from all other drainage piping inside the house and ex -
tends 30 inches (762 mm) in developed length of pipe, beyond
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closes one side of a basement and has an average below grade
the exterior walls and conveys the drainage to the building
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wall area that is 50 percent or more of the total opaque and
sewer.
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non -opaque area of that enclosing side.
BUILDING, EXISTING. Existing building.is a building
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BASIC WIND SPEED. Three -second gust speed at 33 feet
erected prior to the adoption of this code, or one for which a le-
(10 058 mm) above die ground in Exposure C (see Section
gal building pen -nit has been issued.
R301.2. 1) as given in Figure R301.2(4).
BUILDING LINE.The line established by law, beyond which
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BATHROOM GROUP. A group of fixtures, including or ex-
a building shall not extend, except as specifically provided by
cluding a bidet, consisting of a water closet, lavatory, and bath -
law.
tub or shower. Such fixtures are located together on the same
1131 BUILDING OFFICIAL. The officer or other designated
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floor level.
authority charged with the administration and enforcement of
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o rovide a change in di -
BEND. A drainage fitting, designed tip
this code.
rection of a drain pipe of less than the angle specified by the
amount necessary to establish the desired slope of the line (see
BUILDING SEWER. That part of.the drainage system that
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"Elbow" and "Sweep").
extends from the end of the building drain and conveys its dis-
charge to a public sewer, private sewer, individual sew-.
BOILER. A self-contained appliance from which hot water is
age -disposal system or other point of disposal.
circulated for heating purposes and then returned to the boiler,
and which operates at water pressures not exceeding 160
BUILDING THERMAL ENVELOPE. The basement walls,
pounds per square inch gage (psig) (1102 kPa gage) and at wa-
exterior walls, floor, roof and any other building element that
ter temperatures not exceeding 250'F (12 I'Q..
enclose conditioned spaces.
[Bj BOND BEAM. A horizontal grouted element withi . n ina-
BUILT-UP ROOF COVERING.Two or more layers of felt
cemented together and surfaced with a cap sheet, mineral ag-
sonry in which reinforcement is embedded.
gregate, smooth coating or similar surfacing material.
[BJ BRACED WALL LINE. A series of braced wall panels in
CEILING HEIGHT.The clear vertical distance from (tie fin -
a single story constructed in accordance with Section R602. 10
ished floom; the finished ceiling.
for wood framing or Section R603.7 or R301.1.1 for
cold-forined steel framing to resist racking from seismic and
[B] CHIMNEY. A primary vertical structure containing one or
wind forces.
more flues, for the purpose of carrying gaseous products of
1994 UNIFORM BUILDING CODE 214-217
MASONRY is that form of construction composed of stone, brick, concrete, gypsum, hollow
clay tile, concrete block or tile, glass block or other similar building units.or inateri alsorcombina
tion of these materials laid up unit by unit and set in mortar..
MASONRY, SOLID, is masonry of solid units built without hollow spaces.
MECHANICAL CODE is the Uniform Mechanical Code p romulgatcd by the International
Conference of Building Officials, as adopted by this jurisdiction
MEMBRANE PENETRATION FIRE STOP is a material, device or construction install ed to
resist, for a prescribed time-periodl the passage of flame, heat and hot gases through openings in a
membrane in order to accommodate cables, cable trays, c onduit, tubing, pipes or similar
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protective
items.
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MEZZANINE or MEZZANINE FLOOR is an int ermediate floor placed within a r o0m.
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MOTEL shall mean hotel as defined in this code.
MOTOR VEHICLE FUEL -DISPENSING STATION is that portion of a building where
liquids or used as motor fuels are stored and dispensed from -fixed
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flammable or combustible gases
equipment into the fuel tanks of motor vehicles.
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SECTION 215 N
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NONCOMBUSTIBLE as applied to building construction material means a mate al which,. in
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Ilowing:
the form in which it is used, is either one of the fo.
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ma erial conform-
1. M aterial of which no pan will ignite and bum when subjected to fire. Any I
ing to U.B.C. St andard 2-1 shall be considered noncombustible within the meaning of this section.
10
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2. Material having a structural base of noncombustible material as defined in Ite in I above, with
50 or Ic ss.
a surfacing material not over 1/8 inch (3.2 mm) thick which has a flame -spread rating of
"Noncombustible" does not apply to surface finish materials Material required to be noncom
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bastible for reduced clearances to flues, heating appliances or other sources of high temperature
No be class ed as noncombustible.which
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shall refer to material conforming to Item 1. material shall
is subject to increase in combustibility or flame -spread rating, beyond the limits herein established,
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through the effects of age, moisture or other at mospheric condition.
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Flame -spread ratingas used herein refers to rating obtained ac cording to tests conducted as speci-
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fied in U.B.C. Standard 8- 1.
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SECTION 216 0
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OCCUPANCY is the purpose for which a building, or parttliereof, is used orintended to beused.
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ORIEL WINDOW is a window which projects from the main line of an enclosing wall of a
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building and is carried on brackets or corbels.
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OWNER is any person, agent, firm or corpo ration having a legal. or equitable interest in theprop:1
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erty.
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SECTION 217 P
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PANIC HARDWARE. See Section 1001.2.
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PEDESTRIAN WALKWAY is a walkway used exclusively as a pedestrian trafficwa��._
PENETRATION FIRE STOP is a through -penetration fire stop or a membrane-perietration
fire stop.
uildin official authorizing per
PERMIT is an official document or certificate issued by the b 9
formancc of a specified activity.
C,41"f fl --1 y Ar
GARY HAAKENSON
W7
CITY OF EDMONDS MAYOR
121 5T I I AVENUE NORTH - EDMONDS. WA 98020 (425) 771-0220 FAX (425) 771-0221
Website: wwwo.edniondsmams
DEVELOPMENT SERVICES. DEPARTMENT
tjj C. C) Planning BUilding*. Engineering
March 3, 2006
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Mr. & Mrs. Robert McCoy
16510 76"' Avenue West
ca
Ednionds, Washington 98026
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-nit #2005-'0839 0
RE: Request for Alternate Design, Swimming Pool Pen
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Negative Edge Pool Protection, Guard, Fence, Trough Protection
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Dear Mr. & Mrs. McCoy: 10-4
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The City of Edmonds Building Division is in receipt or a request for alternate design dated November
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8, 2005 submitted oil your behalf by Mr' J'. Stephen Peterson, AIA, oil tw issues associated with
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construction of your negative edge swimming pool. The original request was supplemented with -n
additional information provided on February 27, 2006, by Mr. Jerry Gray from Prestigious Pools Inc.:
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which inclLid' from Mr.' Peterson dated February 6, 2006 and a letter dated
ed a supplernental-lette*r
February 24, 2006 from Gary L. Nelson, Senior Staff Engineer for tile international Code Council. 0 r-
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Please be advised, an alternate design approval is not a 'vaeiance' from tile code —rather, it is the
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design professional requesting and demonstrating that in his/her professional opinion, equivalency to
the code requirement is met with the proposed alternate design. The Building Official reviews the
est and concurs or di agrees with the argument of code equivalen
requ S cy. As with all. altcniate design
requests the Cit suggests that you as property owners consult with your legal advisors and 1*11SUrance
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company, regarding liability associated with alternate designs.
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Alternate Design Request 1/1 z
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The first request by your. Architect for alternate design approval is to consider tile. west pool wall a M
I Residential Code) f6r tile protection or falls ill accordance
guard (as defined in the Internationa
with R312 with the pool floor defined as tile walking surface from which the guard height is
measured. International Residential Code Section R312 states, "Porches, balconies or raised floor
ated more than 30 inches above tile. floor or grade below shall have guards not less than
surfaces. loc,
36 inches..."
Ill this specific design, because the property is steeply sloped toward the west, that portion or tile
west pool wall ",here the pool water cascades over tile coped pool edge will create a fall varying
from three feet.to seven feet (note final graded slopes may exceed 7 feet). . Tile aesthetics ofthe
negative edge pool, would be compromised by a. guard placed across that. portion of copcd pool
edge that creates tile %vater fitill affect, thus the requcst for alternate design.
Incorporated August 11, 11890
Ll -I.:-
Mr. & Mrs. McCoy
Pagc'rwo
March 3, 2006
In consideration of all information submitted, as Building Official for the City of Edmonds I find
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that the Architect has adequately argued that the coped pool edge is not a walking surface; that the
pool flo r is the walking surface from which guard height is measured; and, that the pool wall itself
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is the guard, as required by, IRC R312.. This request for alternate desip-n is hereby approved,
allowing the guard along the coped pool edge on the western side of the switurnin pool to be
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ornitted as shown on the revised plans based on the concept that the western swimming pool wall
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itself acts at the guard and provides a 36 inch barrier from the bottorn of the pool walking surf,
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to the top of the coped pool edge.
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Ple ase be advised as Gary L. Nelson, P.E. noted in the last paragraph of his letter there is still an
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inherent falling hazard associated with this design concept. As owners of the property you should
investigate and be aware of the risks associated with ne ative edge pools to safeguard against
9
floating or failing accidents.
Alternate Design Request H2
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The second request by your Architect for alternate design is to consider thd exterior side of -the
west pool wall a fence for the purpose of restricting access into the swimming pool area as required
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by Edmonds Corni-nunity Development Code Chapter 19.00.005(c)(7). This code section states
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that the swimming pool area sliall be completely surrounded by a substantial fence at least 6 feet in
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height. The aesthetics of the negative edgc pool waterfall affect would.be compromised by a fence,
71
thus the request for alternate design.
According to approved plans, all portions of the west pool wall will be greater than 6 rect above
grade. However, for that portion of pool wall that catches the cascading water, a trough catch basin
is provided at the base of the wall. Because this trough is not permitted to contain water exceeding
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a depth of 24 inches (if 24 inches is exceeded a 6 foot fence would be required, to restrict ynwanted
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access to this pooled water area) the Architect is proposing a permanently affixed grate in order to
eliminate ponding water greater than 24 inches in depth. Because the trough grate creates a
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walking surface within the trough, the grate must be placed such that the distance from the walking
surface of the grate to the top of the coped edge pool wall is a minimum of 6 feet --in order to meet
the minimum 6 foot high wall/fencerequirement. (Note, grate openings shall not exceed 2 inches.)
In consideration of all infon -nation submitted, as Building Official for the City of Edmonds I find
that the Architect has adequatel argued that the western pool wall may.be considered a fence for
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the purpose of preventing unwanted access into the pool area provided the pool trough catch basin
grate is placed such that the top of the pool wall sliall not be less than 6 feet me, sured from the
walking surface of the grate. This r6guest for alternate desipn is hereby approved. To clarify
ater greater than 24 inches in depth. It' the grate.is
the grate is required to. prevent ponding.w,
omitted a code compliant fence sliall be required to prevent unwanted, access to the trough area.
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
12S 19 N.E. 126TH PLACE KIRKLAND: (425) E320-9800 SEATTLE: (206) 525-6700
KIRKLAND. WASHINGTON 9B034. FAX: 14251623-2203 EVERLrr; t�t251 259-0817
February 24"', '7006
Cert No. 05 t0-01E
Citv of Edmonds Building Department
61,
121 5th Avenue N
Edmonds, Washington 98020
Attention: Building Department Official
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Reference: NJcCoy Pool Project
16516 76"' Avenue W
Permit No. 2005-0839
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Building Official:
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-erenced project:
This is to advise you that special inspections are completed for the above ref.
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a -oundation
t ced oncrete cast in place for miscellan eous footings in pool are. s, west f
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walls and po slabs
2. Shotcrete for retaining walls, footings and pool walls and slab
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Epoxy anchors
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si sp cted and reported conformed to Edmonds approved plans, specifications, Director's
All woi -ka n e
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Rules, UBC and relate d codes and/or verbal or written iristructions from the Engineer oF-Record.
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-t number 121952.
.0ur last report is dated 02-09-06 and is repoi.
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Respectfully,
CASCADE TESTING LABORATORY, INC.
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Kenneth B. root
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President
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BUILDI NG
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Geotechnical Engineers, Geologists
Group Northwest, Inca & Environmental Scientists
February 23,.2006 G-0080-r I
City of Edmonds
Attn: Ms. Jeannine Graf
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1215" Avenue North RESUB
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Edmonds, WA 98020
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FEB 97
Subject: Geoteclinical Inspections - Final Letter BUILDING J)EtAAF1'11-AEK1
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CITY OF EDMONDS
McCoy Pool/Spa
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16510 -76 Avenue West
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Edmonds, WA
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Ref- I . Report titled, "Geotechnical Evaluation, Proposed Pool - McCoy Residence, 165 10 -
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.76"' Avenue West, Edmonds, WA," dated October 22, 2004, by GEO Group
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N -thwest, Inc.
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Dear Ms. Graf-
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GEO G t, Inc., h s completed the geotechnical inspections for the sub cct McCoy
roup Northwes a
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Pool/Spa. The geotechnical inspection items were satisfactorily completed in general
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conformance with the plans and specifications and, in conformance with the referenced
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geotechnical report for the project. The following is a summary of the g otechnical inspection.
items-
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I Soil Bearing Verification: The foundation subgrade soils for the pool and spa wet e
acceptable for the 2,000 psf allowable design bearing capacity.
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2. Structural Fill:. The project did not require placement and compaction of�
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structural fill soils. Concrete was used.
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3. Drainage: A vertical drain mat was properly installed behind the pool.
walls to provide drainage. A 4-inch diameter perforated PVC
drain pipe, bedded in drain rock, was properly installed at the.
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base of the pool fo ndation.
C OPY
ITY
13240 NE 20th Street, Suite 10 Bellevue, Washington 98005
Phone 4251649-8757 FAX, 4251649-8758