HomeMy WebLinkAboutCOM2019-00040 Final Modular Office - COM Permit / Conditions - 12/19/2019 Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
FRE
9-00040 NEW COMMERCIAL PERMIT
ESCRIPTION: MODULAR OFFICE 56X12 ISSUED: 07/30/2019
ESS: 281 N FAIRWAY DR WEST HOODSPORT
EXPIRES: 01/26/2020
PARCEL: 422095100206
APPLICANT: LAKE CUSHMAN MAINTENANCE CO OWNER: LAKE CUSHMAN MAINTENANCE CO
3740 N LAKE CUSHMAN RD 3740 N LAKE CUSHMAN RD
HOODSPORT,WA 98548 HOODSPORT,WA 98548
INSTALLER: PACIFIC MOBILE STRUCTURES, INC. License: PACIFMS033DC
Expires: 11/08/2020
800-225-6539
FEES: Paid Due
Planning Commercial Review $380.00 $0.00
Fee
State Fee-Commercial $25.00 $0.00
Commercial Coach $550.00 $0.00
Change in Tenant- Minor EH $110.00 $0.00
Plan Review
IFC Plan Check Fee $80.00 $0.00
Commercial Coach ($550.00) $0.00
Building Permit Fee $720.00 $0.00
Totals : $1,315.00 $0.00
REQUIRED INSPECTIONS
Setback Inspection BLD-Final Inspection
Footing Inspection
CONDITIONS
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Page 1 of 5
t .
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL PERMIT COM2019-00040
* The foundation/footing must be placed on undisturbed, firm-native soil.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* All property lines shall be clearly identified at the time of foundation inspection.
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option"A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan.
* Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
* Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a
permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor
& Industries(L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-
4000.
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A
Mason County
I � �
Mason County - Division of Community Development
t 615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL. PERMIT COM2019-00040
* Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any
construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that
office to review future planned work which may affect your project.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee(refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration.The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
* All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
* By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your
"Approved Site Plan"to ensure these structures meet the setback conditions listed.
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982.The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* Fire Marshal Requirements
1. Provide(1) Fire Extinguisher mounted no more that 5'above finished grade. Fire extinguisher must be new or have an
annual fire certification and berated at 2A:10BC. IFC 906.1
2. Provide Exit Sign. IFC 1008
3. Provide Knox Box for Fire District Access. Contact the local Fire Chief for ordering information. One Knox Box may be
used for the entire complex access. IFC 506.2
* On-site Septic System final installation approval required prior to temporary/final occupancy of the residence.
* Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered.
A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations.
B.) Septic tank(s) requires 5ft setback from all footing/foundations.
C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area.
D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area.
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Mason County
Mason County - Division of Community Development
I
� �6d 615 W.Alder St. Bldg. 8
Shelton, WA 98584
\ 360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL PERMIT COM2019-00040
* Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
* Lever hardware is required at doors. The unlatching of any door shall not require more than ONE operation. Hardware with
locks must open with a single action from the egress side of the door. Door hardware shall allow egress doors to be readily
open able from the egress side without the use of a key or special knowledge or effort. Handles, pulls, latches, locks and
other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight-
grasping, pinching, or twisting of the wrist to operate. X
* In an Assembly Occupancy group with less than 300 occupant load, occupancy groups B, F, M, and S you may only use a
lock that prevents operation of the door at the MAIN door ONLY. In"Main"door(front door, primary door). It is intended to be
limited to the door that customers come in. The main door only, a lock is allowed ONLY if the following three criteria are
satisfied: 1. The lock is readily distinguishable as locked (storefront door deadbolts that have an indicator that reads
OPEN/LOCKED) and 2. A readily visible sign with 1" letters high on a contrasting background. "THIS DOOR TO REMAIN
UNLOCKED WHEN THIS SPACE IS OCCUPIED."And 3. The provision of key-locking doors allowance may be revoked by
the building official. X
* This unit was a dealer unit bought in Idaho and therefor did not have a new unit NLEA. (per Labor and Industries)
Mason County Inspection requirements:
The items needed should be:
Foundation attachment
ADA Accessibility
Plumbing single point connection for water and sewer
Electrical conductor connection
* Parking shall be sufficient for standard parking stalls (9 feet by 20 feet) and handicap parking stalls(12.5 feet by 20 feet)
with sufficient maneuvering aisles. Handicap stalls shall be of a smooth surface at level or ramped to entry, located closest
to the building entry, and shall be signed with the International Symbol of Access. Screening from adjacent residential
properties is required.
* Where parking is provided the number of accessible parking spaces shall be provided in compliance with IBC Table
1106.1. Where the total parking spaces provided are 1 to 25, not less than one accessible parking space shall be provided.
The accessible parking space shall be located on the shortest accessible route of travel from adjacent parking to the picnic
and playground area.
The accessible parking space shall be constructed in accordance with ICC/ANSI A117.1-2003, Section 502. A copy of the
specifications is attached to the approved construction plans. The accessible parking space shall be marked, not less than
96-inches wide and shall extend the full length of the parking space. The accessible space shall be identified by approved
signage that display the international symbol of accessibility not less than 60-inches above the floor of the parking space,
measured from the bottom of the sign.
* Combustible waste material creating a fire hazard shall not be allowed to accumulate in buildings or structures or upon
premises(IFC 304.1).A maintenance plan shall be available for during the final occupancy inspection performed by the
Mason County Fire Marshal.
* Entrance and route to modular must meet accessibility requirements of A117.1.
Restroom must meet all accessibility requirement of A117.1
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Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
' 360-427-9670 ext 352
www.co.masonma.us
NEW COMMERCIAL PERMIT COM2019-00040
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions f any o her stat local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Agent: Date:
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MEANS OF EGRESS
that serves not more than five occupants shall have a 1012.2 Slope.Ramps used as part of a means of egress shall
minimum tread depth of 3 inches (76 mm) with a mini- have a running slope not steeper than one unit vertical in 12
mum projected tread depth of 101/2 inches (267 mm). units horizontal (8-percent slope). The slope of other pedes-
The rise to the next alternating tread surface shall not trian ramps shall not be steeper than one unit vertical in eight
exceed 8 inches(203 mm). units horizontal(12.5-percent slope).
1011.15 Ships ladders. Ships ladders are permitted to be 1012.3 Cross slope.The slope measured perpendicular to the
used in Group I-3 as a component of a means of egress to and direction of travel of a ramp shall not be steeper than one unit
from control rooms or elevated facility observation stations vertical in 48 units horizontal(2-percent slope),
not more than 250 square feet (23 m2) with not more than 1012.4 Vertical rise. The rise for any ramp run shall be 30
three occupants and for access to unoccupied roofs.The min- inches(762 mm)maximum.
imum clear width at and below the handrails shall be 20
inches (508 mm). 1012.5 Minimum dimensions.The minimum dimensions of
1011.15.1 Handrails of ships ladders.Handrails shall be means of egress ramps shall comply with Sections 1012.5.1
provided on both sides of ships ladders. through 1012.5.3.
1011.15.2 Treads of ships ladders. Ships ladders shall 1012.5.1 Width and capacity. The minimum width and
have a minimum tread depth of 5 inches (127 mm). The required capacity of a means of egress ramp shall be not
tread shall be projected such that the total of the tread less than that required for corridors by Section 1020.2.
depth plus the nosing projection is not less than 8'/2 inches The clear width of a ramp between handrails,if provided,
(216 mm). The maximum riser height shall be 91/2 inches or other permissible projections shall be 36 inches (914
(241 mm). mm)minimum.
1011.16 Ladders.Permanent ladders shall not serve as a part 1012.5.2 Headroom.The minimum headroom in all parts
of the means of egress from occupied spaces within a build- of the means of egress ramp shall be not less than 80
ing.Permanent ladders shall be permitted to provide access to inches(2032 mm).
the following areas: 1012.5.3 Restrictions. Means of egress ramps shall not
1. Spaces frequented only by personnel for maintenance, reduce in width in the direction of egress travel. Projec-
tions into the required ramp and landing width are prohib-
ited. Doors opening onto a landing shall not reduce the
2. Nonoccupiable spaces accessed only by catwalks, clear width to less than 42 inches(1067 mm).
crawl spaces,freight elevators or very narrow passage- 1012.E Landings. Ramps shall have landings at the bottom
ways. and top of each ramp,points of turning,entrance,exits and at
3. Raised areas used primarily for purposes of security, doors.Landings shall comply with Sections 1012.6.1 through
life safety or fire safety including, but not limited to, 1012.6.5.
observation galleries, prison guard towers, fire towers 1012.6.1 Slope. Landings shall have a slope not steeper
or lifeguard stands. than one unit vertical in 48 units horizontal (2-percent
4. Elevated levels in Group U not open to the general pub- slope)in any direction.Changes in level are not permitted.
lic. 1012.6.2 Width. The landing width shall be not less than
5. Nonoccupied roofs that are not required to have stair- the width of the widest ramp run adjoining the landing.
way access in accordance with Section 1011.12.1. 1012.6.3 Length. The landing length shall be 60 inches
6. Ladders shall be constructed in accordance with Sec- (1525 mm)minimum.
tion 306.5 of the International Mechanical Code. Exceptions:
1. In Group R-2 and R-3 individual dwelling and
SECTION 1012 sleeping units that are not required to be Accessi-
RAMPS ble units, Type A units or Type B units in accor-
1012.1 Sco ions of this section shall apply to dance with Section 1107, landings are permitted
ramps used as a component of a means of egress. to be 36 inches(914 mm)minimum.
Exceptions: 2. Where the ramp is not a part of an accessible
route, the length of the landing shall not be
' 1. Ramped aisles within assembly rooms or spaces required to be more than 48 inches(1220 mm)in
shall comply with the provisions in Section 1029. the direction of travel.
2. Curb ramps shall comply with ICC A117.1. 1012.6.4 Change in direction. Where changes in direc-
3. Vehicle ramps in parking garages for pedestrian exit tion of travel occur at landings provided between ramp
access shall not be required to comply with Sections runs, the landing shall be 60 inches by 60 inches (1524
1012.3 through 1012.10 where they are not an mm by 1524 mm)minimum.
accessible route serving accessible parking spaces, Exception: In Group R-2 and R-3 individual dwelling
other required accessible elements or part of an or sleeping units that are not required to be Accessible
y accessible means of egress.
2015 INTERNATIONAL BUILDING CODE® 271
MEANS OF EGRESS
units, Type A units or Type B units in accordance with and within exits shall be marked by readily visible exit signs
Section 1107,landings are permitted to be 36 inches by to clearly indicate the direction of egress travel in cases
36 inches(914 mm by 914 mm)minimum. where the exit or the path of egress travel is not immediately
1012.6.5 Doorways.Where doorways are located adjacent visible to the occupants. Intervening means of egress doors
to a ramp landing, maneuvering clearances required by within exits shall be marked by exit signs. Exit sign place-
ICC All 7.1 are permitted to overlap the required landing ment shall be such that no point in an exit access corridor or
area. exit passageway is more than 100 feet (30 480 mm) or the
listed viewing distance for the sign, whichever is less, from
1012.7 Ramp construction.Ramps shall be built of materi- the nearest visible exit sign.
als consistent with the types permitted for the type of con-
struction of the building, except that wood handrails shall be Exceptions:
permitted for all types of construction. 1. Exit signs are not required in rooms or areas that
1012.7.1 Ramp surface.The surface of ramps shall be of require only one exit or exit access.
slip-resistant materials that are securely attached. 2. Main exterior exit doors or gates that are obviously
1012.7.2 Outdoor conditions. Outdoor ramps and out- and clearly identifiable as exits need not have exit
door approaches to ramps shall be designed so that water signs where approved by the building official.
will not accumulate on walking surfaces. 3. Exit signs are not required in occupancies in Group
1012.8 Handrails. Ramps with a rise greater than 6 inches U and individual sleeping units or dwelling units in
(152 mm)shall have handrails on both sides.Handrails shall Group R-1,R-2 or R-3.
comply with Section 1014. 4. Exit signs are not required in dayrooms, sleeping
1012.9 Guards. Guards shall be provided where required by rooms or dormitories in occupancies in Group I-3.
Section 1015 and shall be constructed in accordance with 5. In occupancies in Groups A-4 and A-5, exit signs
ection 1015. are not required on the seating side of vomitories or
openings into seating areas where exit signs are pro-
1012.10 Edge protection. Edge protection complying with vided in the concourse that are readily apparent from
Section 1012.10.1 or 1012.10.2 shall be provided on each the vomitories. Egress lighting is provided to iden-
side of ramp runs and at each side of ramp landings. tify each vomitory or opening within the seating
Exceptions: area in an emergency.
1. Edge protection is not required on ramps that are not 1013.2 Floor-level exit signs in Group R-1. Where exit
required to have handrails, provided they have signs are required in Group R-1 occupancies by Section
flared sides that comply with the ICC A117.1 curb 1013.1,additional low-level exit signs shall be provided in all
ramp provisions. areas serving guest rooms in Group R-1 occupancies and
2. Edge protection is not required on the sides of ramp shall comply with Section 1013.5.
landings serving an adjoining ramp run or stairway. The bottom of the sign shall be not less than 10 inches
(254 mm)nor more than 12 inches(305 mm) above the floor
3. Edge protection is not required on the sides of ramp level. The sign shall be flush mounted to the door or wall.
landings having a vertical dropoff of not more than Where mounted on the wall, the edge of the sign shall be
/Z inch (12.7 mm)within 10 inches (254 mm)hori- within 4 inches(102 mm)of the door frame on the latch side.
zontally of the required landing area.
1013.3 Illumination. Exit signs shall be internally or exter-
1012.10.1 Curb, rail, wall or barrier. A curb, rail, wall nally illuminated.
or barrier shall be provided to serve as edge protection. A
curb shall be not less than 4 inches (102 mm) in height. Exception: Tactile signs required by Section 1013.4 need
Barriers shall be constructed so that the barrier prevents not be provided with illumination.
the passage of a 4-inch-diameter(102 mm) sphere, where 1013.4 Raised character and braille exit signs.A sign stat-
any portion of the sphere is within 4 inches (102 mm) of ing EXIT in visual characters, raised characters and braille
the floor or ground surface. and complying with ICCA117.1 shall be provided adjacent to
1012.10.2 Extended floor or ground surface. The floor each door to an area of refuge, an exterior area for assisted
or ground surface of the ramp run or landing shall extend rescue, an exit stairway or ramp, an exit passageway and the
12 inches (305 mm)minimum beyond the inside face of a exit discharge.
handrail complying with Section 1014. 1013.5 Internally illuminated exit signs. Electrically pow-
ered, self-luminous and photoluminescent exit signs shall be
listed and labeled in accordance with UL 924 and shall be
SECTION 1013 installed in accordance with the manufacturer's instructions
EXIT SIGNS and Chapter 27.Exit signs shall be illuminated at all times.
1013.1 Where required.Exits and exit access doors shall be 1013.6 Externally illuminated exit signs.Externally illumi-
marked by an approved exit sign readily visible from any nated exit signs shall comply with Sections 1013.6.1 through
direction of egress travel. The path of egress travel to exits 1013.6.3.
272 2015 INTERNATIONAL BUILDING CODE®
MEANS OF EGRESS
1014.4 Continuity. Handrail gripping surfaces shall be con- handrail and a wall or other surface adjacent to the handrail
tinuous,without interruption by newel posts or other obstruc- shall be free of any sharp or abrasive elements.
tions. 1014.8 Projections. On ramps and on ramped aisles that are
Exceptions: part of an accessible route,the clear width between handrails
1. Handrails within dwelling units are permitted to be shall be 36 inches (914 mm) minimum. Projections into the
interrupted by a newel post at a turn or landing. required width of aisles, stairways and ramps at each side
shall not exceed 4/2 inches(114 mm)at or below the handrail
2. Within a dwelling unit, the use of a volute, turnout, height.Projections into the required width shall not be limited
starting easing or starting newel is allowed over the above the minimum headroom height required in Section
lowest tread. 1011.3. Projections due to intermediate handrails shall not
3. Handrail brackets or balusters attached to the bottom constitute a reduction in the egress width. Where a pair of
surface of the handrail that do not project horizon- intermediate handrails are provided within the stairway
tally beyond the sides of the handrail within 1'/2 width without a walking surface between the pair of interme-
inches (38 mm) of the bottom of the handrail shall diate handrails and the distance between the pair of interme-
not be considered obstructions. For each '/Z inch diate handrails is greater than 6 inches (152 mm), the
(12.7 mm) of additional handrail perimeter dimen- available egress width shall be reduced by the distance
sion above 4 inches (102 mm),the vertical clearance between the closest edges of each such intermediate pair of
dimension of 11/2 inches (38 mm) shall be permitted handrails that is greater than 6 inches(152 mm).
to be reduced by inch(3.2 mm). 1014.9 Intermediate handrails. Stairways shall have inter-
4. Where handrails are provided along walking sur- mediate handrails located in such a manner that all portions
faces with slopes not steeper than 1:20,the bottoms of the stairway minimum width or required capacity are
of the handrail gripping surfaces shall be permitted within 30 inches (762 mm) of a handrail. On monumental
to be obstructed along their entire length where they stairs,handrails shall be located along the most direct path of
are integral to crash rails or bumper guards. egress travel.
5. Handrails serving stepped aisles or ramped aisles
are permitted to be discontinuous in accordance with SECTION 1015
Section 1029.15.1.
GUARDS
1014.5 Fittings. Handrails shall not rotate within their fit-
tings. 1015.1 General. Guards shall comply with the provisions of
Sections 1015.2 through 1015.6.Operable windows with sills
1014.6 Handrail extensions.Handrails shall return to a wall, located more than 72 inches(1829 mm)above finished grade
guard or the walking surface or shall be continuous to the or other surface below shall comply with Section 1015.7.
handrail of an adjacent flight of stairs or ramp run. Where
handrails are not continuous between flights, the handrails 1015.2 Where required. Guards shall be located along
shall extend horizontally not less than 12 inches (305 mm) open-sided walking surfaces, including mezzanines, equip-
beyond the top riser and continue to slope for the depth of one ment platforms, aisles, stairs, ramps and landinns that are
tread beyond the bottom riser.At ramps where handrails are located more than 30 inches(762 mm)measured vertically to
not continuous between runs,the handrails shall extend hori- the floor or grade below at any point within 36 inches (914
zontally above the landing 12 inches (305 mm) minimum mm) horizontally to the edge of the open side. Guards shall
beyond the top and bottom of ramp runs. The extensions of be adequate in strength and attachment in accordance with
handrails shall be in the same direction of the flights of stairs Section 1607.8.
at stairways and the ramp runs at ramps. Exception: Guards are not required for the following
Exceptions: locations:
1. Handrails within a dwelling unit that is not required 1. On the loading side of loading docks or piers.
to be accessible need extend only from the top riser 2. On the audience side of stages and raised platforms,
to the bottom riser. including stairs leading up to the stage and raised
2. Handrails serving aisles in rooms or spaces used for platforms.
assembly purposes are permitted to comply with the 3. On raised stage and platform floor areas, such as
handrail extensions in accordance with Section runways, ramps and side stages used for entertain-
1029.15. ment or presentations.
3. Handrails for alternating tread devices and ships 4. At vertical openings in the performance area of
ladders are permitted to terminate at a location verti-
cally above the top and bottom risers.Handrails for stages and platforms.
alternating tread devices are not required to be con- 5. At elevated walking surfaces appurtenant to stages
tinuous between flights or to extend beyond the top and platforms for access to and utilization of special
or bottom risers. lighting or equipment.
1014.7 Clearance.Clear space between a handrail and a wall 6. Along vehicle service pits not accessible to the pub-
or other surface shall be not.less than 1'/2 inches(38 nun). A lic.
274 2015 INTERNATIONAL BUILDING CODE®
MEANS OF EGRESS
' 7. In assembly seating areas at cross aisles in accor- 2. The triangular openings at the open sides of a stair,
dance with Section 1029.16.2. formed by the riser, tread and bottom rail shall not
1015.2.1 Glazing.Where glass is used to provide a guard allow passage of a sphere 6 inches (152 mm) in
or as a portion of the guard system, the guard shall com- diameter.
ply with Section 2407. Where the glazing provided does 3. At elevated walking surfaces for access to and use of
not meet the strength and attachment requirements of Sec- electrical, mechanical or plumbing systems or
tion 1607.8, complying guards shall be located along equipment, guards shall not have openings that
glazed sides of open-sided walking surfaces. allow passage of a sphere 21 inches (533 mm) in
-�44015.3 Height. Required guards shall be not less than 42 diameter.
ches(1067 mm)high,measured vertically as follows: 4. In areas that are not open to the public within occu-
1. From the adjacent walking surfaces. pancies in Group I-3, F, H or S, and for alternating
tread devices and ships ladders, guards shall not
2. On stairways and stepped aisles,from the line connect- have openings that allow passage of a sphere 21
ing the leading edges of the tread nosings. inches(533 mm)in diameter.
3. On ramps and ramped aisles,from the ramp surface at 5. In assembly seating areas,guards required at the end
the guard. of aisles in accordance with Section 1029.16.4 shall
Exceptions: not have openings that allow passage of a sphere 4
1. For occupancies in Group R-3 not more than three inches (102 mm) in diameter up to a height of 26
stories above grade in height and within individual inches (660 mm). From a height of 26 inches (660
dwelling units in occupancies in Group R-2 not mm) to 42 inches (1067 mm) above the adjacent
more than three stories above grade in height with walking surfaces, guards shall not have openings
separate means of egress, required guards shall be that allow passage of a sphere 8 inches(203 mm)in
not less than 36 inches(914 mm)in height measured diameter.
vertically above the adjacent walking surfaces or 6. Within individual dwelling units and sleeping units
adjacent fixed seating. in Group R-2 and R-3 occupancies, guards on the
2. For occupancies in Group R-3,and within individual open sides of stairs shall not have openings that
dwelling units in occupancies in Group R-2,guards allow passage of a sphere 4/$ (111 mm) inches in
on the open sides of stairs shall have a height not diameter.
less than 34 inches (864 mm) measured vertically 1015.5 Screen porches.Porches and decks that are enclosed
from a line connecting the leading edges of the with insect screening shall be provided with guards where the
treads. walking surface is located more than 30 inches (762 mm)
3. For occupancies in Group R-3,and within individual above the floor or grade below.
dwelling units in occupancies in Group R-2, where 1015.6 Mechanical equipment, systems and devices.
the top of the guard also serves as a handrail on the Guards shall be provided where various components that
open sides of stairs,the top of the guard shall be not require service are located within 10 feet(3048 mm)of a roof
less than 34 inches (864 mm) and not more than 38 edge or open side of a walking surface and such edge or open
inches (965 mm) measured vertically from a line side is located more than 30 inches(762 mm)above the floor,
connecting the leading edges of the treads. roof or grade below. The guard shall extend not less than 30
' 4. The guard height in assembly seating areas shall inches (762 mm) beyond each end of such components. The
comply with Section 1029.16 as applicable. guard shall be constructed so as to prevent the passage of a
5. Along alternating tread devices and ships ladders, sphere 21 inches(533 mm)in diameter.
guards where the top rail also serves as a handrail Exception: Guards are not required where permanent fall
shall have height not less than 30 inches (762 mm) arrest/restraint anchorage connector devices that comply
and not more than 34 inches (864 mm), measured with ANSI/ASSE Z 359.1 are affixed for use during the
vertically from the leading edge of the device tread entire roof covering lifetime.The devices shall be reevalu-
nosing. ated for possible replacement when the entire roof cover-
ing is replaced. The devices shall be placed not more than
1015.4 Opening limitations.Required guards shall not have 10 feet(3048 mm)on center along hip and ridge lines and
openings that allow passage of a sphere 4 inches(102 mm)in placed not less than 10 feet(3048 mm)from the roof edge
diameter from the walking surface to the required guard or open side of the walking surface.
height.
1015.7 Roof access.Guards shall be provided where the roof
Exceptions: hatch opening is located within 10 feet(3048 mm) of a roof
1. From a height of 36 inches (914 mm) to 42 inches edge or open side of a walking surface and such edge or open
(1067 mm.), guards shall not have openings that side is located more than 30 inches(762 mm)above the floor,
allow passage of a sphere 43/$ inches (111 mm) in roof or grade below. The guard shall be constructed so as to
diameter.
2015 INTERNATIONAL BUILDING CODE® 275
Chapter 4.Accessible Routes ICC A117.1-2009
404.2.1 Double-Leaf Doors and Gates.At least one shall be measured between the face of door and
of the active leaves of doorways with two leaves shall stop, with the door open 90 degrees. Openings more
comply with Sections 404.2.2 and 404.2.3. than 24 inches (610 mm) in depth at doors and door-
404.2.2 Clear Width. Doorways shall have a clear ways without doors shall provide a clear opening
opening width of 32 inches (815 mm) minimum. width of 36 inches (915 mm) minimum. There shall
Clear opening width of doorways with swinging doors be no projections into the clear opening width lower
A S 5010
E ��
0
�N
O
O
O M0
42 min 42 min 36 min 36 min
1065 1065 915 915
X<48 X<48
1220 1220
(a) (b)
180 Degree Turn 180 Degree Turn
(Exception)
FIG.403.5.1
CLEAR WIDTH AT 180°TURN
32 min 32 min
815 815
�9O (b)Sliding Door
(a)Hinged Door
0
32 min C14�0
815 ^ n
36 min
915
(c)Folding Door
(d)Doorways without Doors
FIG.404.2.2
CLEAR WIDTH OF DOORWAYS
16
Chapter 4.Accessible Routes ICC A117.1-2009
12 min" I I I E N
j305 I Ico
I I
18 min I I
E N 455 I
0 --
I
I I
I I
*If bath closer and latch are provided
(a)Front Approach,Pull Side (b)Front Approach,Push Side
—————————————
I q> I 4 1
I I I
I I I
I I c
I
0
jE N42 min
I 36 min 1065 I
� 915
(c)Hinge Approach,Pull Side ( )Hi,4&P'gPVaqP. ide 4
12 min`
305 I�S
r-------n--- !\/�� 36 QQ�
I I v l c o 24m in ot I/Aj.
I 22 min N I
c c"o I I 560 N 610
N
v I I I
I I I I i
I
*54 min(1370)if closer is provided
•If both closer and latch are provided
"48 min(1220)if bath closer and latch provided
(e)Hinge Approach,Push Side (f)Latch Approach,Pull Side
-----------
I I
I
24 min I E o
610
I I
"48 min(1220)
if closer is provided
(g)Latch Approach,Push Side
FIG.404.2.3.2
MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
18
Chapter 4.Accessible Routes ICC A117.1-2009
404.3.2 Maneuvering Clearances. Maneuvering*'405.5 Clear Width. The clear width of a ramp run shall
clearances at power-assisted doors shall comply with be 36 inches (915 mm) minimum. Handrails and hand
Section 404.2.3. rail supports that are provided on the ramp run shall not
404.3.3 Thresholds. Thresholds and changes in project into the required clear width of the ramp run.
level at doorways shall comply with Section 404.2.4. 405.6 Rise. The rise for any ramp run shall be 30
404.3.4 Two Doors in Series. Doors in series shall inches (760 mm) maximum.-r'o &.fl;NP)"
comply with Section 404.2.5. 405.7 Landings. Ramps shall have landings at the bot-
404.3.5 Control Switches. Manually operated con- tom and top of each ramp run. Landings shall comply
trol switches shall comply with Section 309.The clear with Section 405.7.
floor space adjacent to the control switch shall be 405.7.1 Slope. Landings shall have a slope not
located beyond the arc of the door swing. steeper than 1:48 and shall comply with Section 302.
405 Ramps 405.7.2 Width. Clear width of landings shall be at
least as wide as the widest ramp run leading to the
405.1 General. Ramps along accessible routes shall landing.
comply with Section 405. 405.7.3 Length. Landings shall have a clear length
EXCEPTION: In assembly areas, aisle ramps adja- of 60 inches (1525 mm) minimum.
cent to seating and not serving elements required to 405.7.4 Change in Direction. Ramps that change
be on an accessible route shall not be required to direction at ramp landings shall be sized to provide a
comply with Section 405. turning space complying with Section 304.3.
405.2 Slope. Ramp runs shall have a running slope
� greater than 1:20 and not steeper than 1:12. 405.7.5 Doorways. Where doorways are adjacent to
a ramp landing, maneuvering clearances required by
EXCEPTION: In existing buildings or facilities, ramps Sections 404.2.3 and 404.3.2 shall be permitted to
shall be permitted to have slopes steeper than 1:12 overlap the landing area. Where a door that is sub-
complying with Table 405.2 where such slopes are ject to locking is located adjacent to a ramp landing,
necessary due to space limitations. the landing shall be sized to provide a turning space
405.3 Cross Slope. Cross slope of ramp runs shall not complying with Section 304.3.
be steeper than 1:48. -)r-405.8 Handrails. Ramp runs with a rise greater than 6
405.4 Floor Surfaces. Floor surfaces of ramp runs inches (150 mm) shall have handrails complying with
shall comply with Section 302. Section 505.
':: r $ Z& s
TABLE 405.2—ALLOWABLE RAMP DIMENSIONS FOR CONSTRUCTION IN EXISTING SITES,BUILDINGS AND FACILITIES
Slope Maximum Rise
Steeper than 1:10 but not steeper than 1:8 3 inches(75 mm)
Steeper than 1:12 but not steeper than 1:10 6 inches(150 mm)
1A slope steeper than 1:8 shall not be permitted.
60 min 60 min 60 min
1525 1525 1525
landing ramp run landing ramp run c
landing
LO
/at least as wide as ramp run
(a)
ramp
run
(b)
FIG.405.7
RAMP LANDINGS
22
ICC A117.1-2009 14�g_ F(Sr. I(d>- /t4pter 4.Accessible Routes
405.9 Edge Protection. Edge protection complying 405.9.2.1 Curb. A curb shall be a minimum of 4
with Section 405.9.1 or 405.9.2 shall be provided on inches (100 mm)in height.
each side of ramp runs and at each side of ramp land- 405.9.2.2 Barrier. Barriers shall be constructed so
ings. that the barrier prevents the passage of a 4-inch
EXCEPTIONS: (100 mm) diameter sphere where any portion of
e1! Edge protection shall not be required on ramps the sphere is within 4 inches(100 mm)of the floor.
not required to have handrails and that have 405.10 Wet Conditions. Landings subject to wet condi-
flared sides complying with Section 406.3. tions shall be designed to prevent the accumulation of
Edge protection shall not be required on the water.
sides of ramp landings serving an adjoining
ramp run or stairway.
Edge protection shall not be required on the
sides of ramp landings having a vertical drop-
off of '/Z inch (13 mm) maximum within 10 12 min 12 min
inches (255 mm) horizontally of the minimum 305 305
landing area specified in Section 405.7.
g�Edge protection shall not be required on the
sides of ramped aisles where the ramps pro-
vide access to the adjacent seats and aisle
access ways.
405.9.1 Extended Floor Surface. The floor surface
of the ramp run or ramp landing shall extend 12
inches (305 mm) minimum beyond the inside face of
a railing complying with Section 505. Extended Floor Surface
405.9.2 Curb or Barrier. A curb complying with Sec-
tion 405.9.2.1 or a barrier complying with Section FIG.405.9.1
405.9.2.2 shall be provided. EXTENDED FLOOR SURFACE
10
255 1/2max
13
OR
max
10 13
255
Ramp run or
landing
Z_ Edge protection
not required
(exception 3)
FIG.405.9
EDGE PROTECTION—LIMITED DROP OFF
23
Chapter 4.Accessible Routes ICC A117.1-2009
Curb Ramps 406.3.2 Marking. If s adjacent to the ramp flares
406.1 Ge I. Curb ramps on accessible routes shall are painted painted surface shall extend along
comply with Sec' 406,405.2, 405.3, and 405.10. the portion of the curb.
.4 Width. Curb ramps shall be 36 inches (915 mm)
406.2 Counter Slope. Coun of adjoining gu- minimum in width, exclusive of flared sides.
ters and road surfaces immediately adjacen urb
ramp shall not be steeper than 1:20. The cent su - 406.5 Floor Surface. Floor surfaces of curb ramps
faces at transitions at curb ramps to s, gutters and s tl-es Iv with Section 302.
streets shall be at the same lev . 406.6 Location. mps and the flared sides of
406.3 Sides of Curb ps. Where provided, curb curb ramps shall be locate do not project into
ramp flares shall c y with Section 406.3. vehicular traffic lanes, parking spac , parking
access aisles.Curb ramps at marked crossings s
406.3. ope. Flares shall not be steeper than 1:10. wholly contained within the markings, excluding any
flared sides.
Barrier prevents passage
4 inch(100 mm)sphere with
any portion within 4 inch
(100 mm)of floor.
4 min 4
100 100
Curb(a) Barrier(b)
FIG.405.9.2
RAMP EDGE PROTECTION
adjoining surface
maximum slope 12 curb ramp maximum
slope
FIG.406.2
COUN�SLOPEF SURFACES ADJACENT TO CURB RAMPS
VFIaremd
Curb of ramp res painted if
adjacent curb is p ' ed
FIG.406.3
SIDES OF CURB RAMPS
24
Chapter 5. General Site and Building Elements ICC A117.1-2009
505.2 Location. Handrails shall be provided on both b. Horizontal projections beyond the sides of
sides of stairs and ramps. the handrail occur 11/2 inches (38 mm) mini-
EXCEPTIONS: mum below the bottom of the handrail, and
provided that for each 1/2 inch (13 mm) of
' 1. In assembly seating areas, handrails shall not additional handrail perimeter dimension
be required on both sides along aisle stairs, above 4 inches (100 mm), the vertical clear-
provided with a handrail either at the side or ance dimension of 11/2 inch (38 mm) can be
within the aisle. reduced by inch (3.2 mm), and
2. In assembly seating areas, handrails shall not c. Edges shall be rounded.
be required on the sides of ramped aisles serv-
ing seats. 2. Where handrails are provided along walking sur-
faces with slopes not steeper than 1:20, the bot-
505.3 Continuity. Handrails shall be continuous within toms of handrail gripping surfaces shall be
the full length of each stair flight or ramp run. Insidepermitted to be obstructed along their entire
drails on switchback or do le stairs or ram s sh length where they are integral to crash rails or
be continuous betty iahts or runs. ther handrails bumper guards.
shall comply with Sections 505.10 and 307.
505.7 Cross Section. Handrails shall have a cross sec-
EXCEPTION: Handrails shall not be required to be tion complying with Section 505.7.1 or 505.7.2.
continuous in aisles serving seating where handrails
are discontinuous to provide access to seating and to 505.7.1 Circular Cross Section. Handrails with a
permit crossovers within the aisles. circular cross section shall have an outside diam-
505.4 Height. Top of gripping surfaces of handrails eter of 1 /4 inches (32 mm) minimum and 2
shall be 34 inches (865 mm) minimum and 38 inches
inches (51 mm) maximum.
(965 mm) maximum vertically above stair nosings, ramp 505.7.2 Noncircular Cross Sections. Handrails
surfaces and walking surfaces. Handrails shall be at a with a noncircular cross section shall have a
consistent height above stair nosings, ramp surfaces perimeter dimension of 4 inches (100 mm) mini-
and walking surfaces. mum and 61/4 inches (160 mm) maximum, and a
505.5 Clearance. Clearance between handrail cross-section dimension of 21/4 inches (57 mm)
gripping surface and adjacent surfaces shall be 11/2 inches (38 maximum.
mm) minimum. 505.8 Surfaces. Handrails, and any wall or other sur-
faces adjacent to them, shall be free of any sharp or
abrasive elements. Edges shall be rounded.
continuous, without interruption by newel posts, other
construction elements, or obstructions. 505.9 Fittings. Handrails shall not rotate within their fit-
EXCEPTIONS: tings.
505.10 Handrail Extensions. Handrails shall extend
1. Handrail brackets or balusters attached to the beyond and in the same direction of stair flights and
bottom surface of the handrail shall not be con- ramp runs in accordance with Section 505.10.
sidered obstructions, provided the brackets or
balusters comply with the following criteria: EXCEPTIONS:
a. Not more than 20 percent of the handrail 1. Continuous handrails at the inside turn of stairs
length is obstructed, and ramps.
11/2 min
38
L
co M co O)
I 1 I I
M c M co
(a)Stairs (b)Ramps
FIG.505.4 FIG.505.5
HANDRAIL HEIGHT HANDRAIL CLEARANCE
42
Page 1 of 1
Trish Woolett-NWBS Plan set 15FBS1800234 NLEA items
From: "Mayo, Kelly (LNI)" <mayx235@LNI.WA.GOV>
To: Trish Woolett<tw@co.mason.wa.us>
Date: 7/26/2019 2:08 PM
Subject: NWBS Plan set 15FBS1800234 NLEA items
July 26, 2019
Good afternoon Trish,
This unit was a dealer unit bought in Idaho and therefor did not have a new unit NLEA.
The items needed should be:
Foundation attachment
ADA Accessibility
Plumbing single point connection for water and sewer
Electrical conductor connection
Please let me know if you have any questions.
Thanks for letting me know!
ICeLL� M2! 0, Cgo, ACC)
f:As Pivvw ExamtMr
PhMt: 360-902-6096
Fax: 360-902-5229
wash�wOtow state pepartmtnt of Labor avid IKJvstrl es
:F�eLc servLLes av-d PubLio sa fete
po gox 44430
o1,�w�.pCa, w.4,_yg.�o4-4430
mo of Roe hours are Mowdad through FrWao 51 oo am.to 3:30 pvu..
file:///C:/Users/Trishw/AppData/Local/Temp/XPgrpwise/5D3B0972Masonmai11001626B... 7/26/2019
i �
Dave Kuzawa
From: Dave Kuzawa
Sent: Wednesday, November 27, 2019 2:28 PM
To: water@ hcc.net'
Cc: Kristopher Nelsen
Subject: Re:ADA Ramp Corrections;Att: Randy Bruff
Attachments: ADA Ramp Corrections.pdf
Hello Randy,
I've attached the correction list for the ADA ramp. I've also drawn a possible solution for the 42"guards at the landings,
and have included the actual code sections. Please call if you have questions.
Have a great Thanksgiving!
Sincerely,
Dave Kuzawa
Mason County Building Inspector/Plans Examiner
1
Re: Low strain Integrity test-PIT Pile Integrity Test Page 2 of 4
From: Ray Mow<ray@ericksonmcgovern.com>
Sent: Monday,September 23, 2019 9:29:51 AM
To:Trish Woolett
Cc: Kristopher Nelsen
Subject: RE: Low strain Integrity test-PIT Pile Integrity Test
Sorry Trish. A little sick over the weekend. I will send the form over.
Kristopher,
There was no excuse for the contractor to pour the piles without inspection. Attached in an e-mail from
the special inspector regarding and alternate means of testing the piles. Please review.
Raymond Mow,AIA
Principal
P: 253.531.0206 C: 253.208.3235
ERICKSON. , OVER
h III
This email is confidential and may not be disseminated.
CONTRACTOR CORRESPONDENCE-PLEASE NOTE.- The contractor must comply with the notice,claims,and dispute resolution procedures of the contract. In
discussing this issue with you,the Owner and/or Consultants do not waive any claim or defense under the contract,including but not limited to your failure to follow the
contract requirements.
From:Trish Woolett<tw@co.mason.wa.us>
Sent: Monday,September 23, 2019 9:25 AM
To: Ray Mow<ray@ericksonmcgovern.com>
Cc: Kristopher Nelsen <KNelsen@co.mason.wa.us>
Subject: Fw: Low strain Integrity test-PIT Pile Integrity Test
Ray,
I am referring this situation to our manager, Kristopher Nelson to resolve. My attempt to get in
contact with you was to get ahead of any further complications. At this time you will need to
work with the manager Kristopher Nelsen and the field inspectors. However, I am still unable to
located the Special Inspection Agreement. If you could get that to me, it is need for record, it
may save some confusion moving forward.
Kind regards,
Tr6c;ZwWoolow
Building Inspector
360-427-9670 ext. 281
tw@co.mason.wa.us
https:Howa.co.mason.wa.us/owa/ 10/16/2019
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MASON COUNTY COMMUNITY SERVICES Permit NoC0M q0 r I= C)
PERMIT ASSISTANCE CENTER:
BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL
615 W.Alder Street,Shelton,WA 98584 [� LE+`� ^f
Phone Sheftrr(360)427-9670 ext 352•Fax:(360)427-7798 Phone R LE- LE
BeHaC(360)275-4467•Phone Etna:(360)482-5269
BUILDING PERMIT APPLICATION �r y 0 1 2019
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: 615 W, er Street
NAME:Lake Cushman Maintenance Company NAME;PACIFIC MOBILE STRUCTURES INC
MAILING ADDRESS:3740 N lake Cushman Rd MAILING ADDRESS:PO BOX 1404
CITY;Hoodsport STATE:WA ZIP:98548 CITY:CHEHALIS STATE:WA ZIP:98532
PHONE#I:360-877-9668 PHONE:360-748-0121 CELL:
PHONE#2:360-877-5233 EMAIL:
EMAIL:cbrownell@LakeCushmanMC.com L&I REG#CC PACIFMS033DC EXP. 11 /08/20
PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER O
NAME Chevon Brownell EMAIL cbrownell((DLakeCushmanMC.com
MAILING ADDRESS 3740 N Lake Cushman Rd CITY Hoodsport STATE WA ZIP 98548
PHONE 360-877-9668 CELL
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Nlmtber) 42209-51-00206 ZONING
LEGAL DESCRIPTION(Abbreviated) LAKE CUSHMAN#8 LOT:206(GOLF COURSE) FIRE DISTRICT 18
SITE ADDRESS 281 N Fairway Dr.W CITy Hoodsport
DIRECTIONS TO SITE ADDRESS Go north on Hwy 101.Turn left onto Hwy 119.Turn left on N Clubhouse Way.
Turn right at the stop sign onto N Fairway Drive W.Take the next road on the left after the stop sign.
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO O
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (check all that apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF O STREAM❑
TYPE OF WORK: NEW IZ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Rasldencw Garage,c.,cial Bldg,Etc.)Office Space
IS USE: PRIMARY O SEASONAL❑ NUMBER OF BEDROOMS 3 offices NUMBER OF BATHROOMS 1
HEATED STRUCTURE? YES(whokBW O YES(Pmr[s)ojBW❑ NO❑
DESCRIBE WORK place new mobile office on site.hook up water and electrical.a holding tank will be maintained by AAA Septic.
SQUARE FOOTAGE:(propene+cxwzng)
1 ST FLOOR 672 sq.ft. 2ND FLOOR sq.& 3RD FLOOR sq.R BASEMENT sq.R
DECK sq.ft COVERED DECK sq.ft. STORAGE sq.ft OTHER sq.ft
GARAGE sq.8. Attached❑ Detached❑ CARPORT sq.fL Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED-
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH: 1500 GALLON HOLDING TANK
SEWAGE/SEWER SOURCE: SEPTIC O SEWER❑ / NEW O EXISTING❑
PLUMBING IN STRUCTURE? YES O NO❑ Ifyes,attach completed WaterAdeguacyFornr
PERIMETER/FOUNDATION DRAINS PROPOSED? YTS❑ NOO EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS 3 offices
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by
signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have
obtained permission from all the necessary parties,including any easement holder or parties of Merest regarding this project The owner or legal
representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structirre(s)for review and inspection. This permit/application becomes null&void I work or authorized construction is not commenced within 180
days or V construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08A2)
X Cf
Sngnatur of OWN t be si ned b the OWNER Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Name �.eCysl Parcel# yaadG -5\ -CX3`c�OCp BLD#
MG.n4 . Co .
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14, Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development, or redevelopment',with more than 2;000 square feet of impervious surface2.
'Redevelopment means, on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
'Common impervious surfaces include,but are not Iimited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete_This Table
Surface Type Length X Width = Area "All dimensions in feet
Buildings X a =
\ = Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater-Site Plan is-Required--
Total Impervious Surface Area (sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read, acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is c rate and employees of Mason County are granted access to the above-
describe property f revi w and inspection as m e equired.
X Owner/Agent/Contractor(circle one)Date: -(3
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please reat"t5n the information provided on page 2 of 2. tc
Page I of MAY 0 12019
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
http//www.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for.approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at:
Phone:360-427-9670 ext 450
100 W.Public Works Dr
Shelton.WA 98584
If this development has, or will have,a septic/drainfield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel. You may also wish to consult with the septic design professional involved with the project.Mason
County Division of Environmental Health can be reached at:
Phone: 360-427-9670 ext 400
415 N.6th St—Bldg#8 lower level
Shelton.WA 98584
A condition will be added tb the building permit that states,in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
Page 2 of 2
Floor Plan: RECEIVED
12'x56' Office with Restroom MAY U 1 0 LJ
201g
Floor plans may vary according to building model,size and specifications. 615
Interior partitioning is optional and fully customizable. w• Alder Street
Coffee bar/kitchen
12' 12' -- 6' 14' 12'
81 �V <oo� 8 8' C�11 4E
12'Fp �C e 12'
40
z.
v
j
Conference area
SPECIFICATIONS:
• Central heat and air systems • Metal entry doors with deadbolts
• Commercial grade carpet and tile floors • Acoustical sound dampening ceilings
• Vinyl wrap interior walls 0 Built to the state commercial building code
\ I I ( J 193
20,1
99 ` N FAIRWAY DR W /
10
15
96
17
EXISTING BUILDING'A" +. 17 / 9
GOLF MAINTENANCE SHOP
\ \\ EXISTING BUILDING'B' U o S Y
i FUEL TANK CANOPY
98 \ \ (i_24 SF) \\ // 1B
oR }9 EXISTING BUILDING'C v 0O
SHED(tB0 SF) _. \
\ / / `✓ EXISTING BUILDING'D'
CHEMICAL STORAGE AND COVERED STORAGE `
/ (3690 SF)
�4,� k„ w E D Li Z s 4
/ Y d
EX 31
(STING BUILDING'E' - \ J Z > Z
EXISTING SEPTIC TANK AND SHED 21 \ d n
DRAINFIELD(FOR GOLF A - - .. J -5 p "'
\ MAINTENANCE SHOP ONLY MATERIAL STOCKPILE - PI:-, t, ,19 F a o
ECOLOGY BLOCK _ _ co
EXISTING ASPHALT PAVEMENT VEHICULAR APPROXIMATE LOCATION OF ENCLOSURE , Li Q -
ACCESS TO PROJECT SITE EXISTING ASPHALT EXISTING UNDERGROUND UTILITIES - �� '.`. ad W
------ �/AND CONCRETE SURFACING AT PROJECT SITE (WATER POWER,AND TELEPHONE) i--- --- - - - --- ; SEPTIC DRAINFIELD _ f":�_,
/ COVERS APPROXIMATELY 30,000 SF
~ w
-�RESERVE AREA � � W 7 �
z
N
APPROXIMATELY 40,000 SF - c N Z ,� m M
COVERAGE OF GRAVEL > e
MATERIAL STOCKPILE: : SURFACING WITHIN W ct S s
l ECOLOGY BLOCK I 'J__ _ _ MAINTENANCE YARD
/ J I ENCLOSURE
/ /
I 1 p
I I 3457'
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PRUCT 9TE.sEE - cn
( n; OVERALL 9TE PLAN/ O O
EXISTING CONDITIONS Z O
EXISTING BUILDING'F' (INSET) _O
SECURITY OFFICE
I M
EXISTING BUILDING'C'
84 MAINTENANCE 5HDP AND
COVERED STORAGE/PARKINC r--+
(36,300 SF) `--
z I I EXISTING BUILDING'H'
SHED(t68 SF)
-n EXISTING BUILDING V Q
D COVERED EQUIPMENT
6 I STORAGE/PARKING(13,950 SF) 206 Z
D — — — — TAX PARCEL NO. z �o
42209-51-00206 U z
1 37 I 63 I cl) ��
I I 281 N.FAIRWAY DR W U z 0
1 EZ C zi
— — — — —I 43.70 ACRES Y Q 0
`
91EEf N0.
e HORIZONTAL SCALE: 1'=50' C1A
OVERALL SffE PLAN/EXISTING CONDMONS 50
o So Do VON"MAP "
SCALD:1'=50' " PRQEGR No.
NORTH NO NORTH 18217
LEGEND
Qom, EXISTING!FEATURES-
ASPHALT PAVEMENT
SAWCUT PAVEMENT,EXCAVATE TRENCH. "(jy'�YY CONCRETE PAVEMENT
AND INSTALL WATER,POWER,AND (}N
TELEPHONE SERVICES TO TEMPORARY 224 so) GRAVEL SURFACINGOFFICE BUILDING. BACKFILL TRENCH AND
RESTORE ASPHALT PAVEMENT.
® BUILDING
EXISTING WATER POWER AND
TELEPHONE SERVICES LOCATED W DOMESTIC WATER(APPROX)
AT DRIVEWAY TO MAINTENANCE
.. _ BURIED POWER(APPROX) g
YARD. LOCATE UTIITES PRIOR
TO CONSTRUCTION - -. - - _ y_ ~.- .. — --BP — TELEPHONE(APPROX)
BUILDING
Fi'._.e +r^_�T r.'w, — -•ate.,' _ - ,: --. /r o
. ---
a a
. ..•• BP
PARKING STRIPE
�QIICµ BUILDING•. _
BURIED POWER o
TELEPHONE g �
CO%0R,1 O WHEEL STOP 6
„ `t .. - 3a•.' - - _ __ .. ( S GEC, s
t680 /
17
GENERAL NOTES U I
RELOCATE MATERIAL STOCKPILE y 3 J Z a
ECOLOGY BLOCK ENCLOSURE - - '�
n
NORTH TO ACCOMMODATE FOR 1. PARCEL UNES,RIGHT()F WAY UNES,AND CONTOUR LINES
' SHOWN ON THIS PLAN WERE ACQUIRED FROM MASON COUNTY
., N 0
PLACEMENT OF MOBILE OFFICE ,. -.. __ GI$JANUARY,2019.
N 3 .. •• •• �J 2. EXISTING SURFACE FEATURES(BUILDINGS,ASPHALT AND J _
/ _r _ - :• '.4'•' '. .. CONCRETE PAVEMENT.GRAVEL SURFACING LIMITS,ETC.)ARE -
BASED ON AERIAL PHOTOGRAPHY,AND CONFIRMED BY FIELD
MST. Z D w
( m a
• / - - 3. EXSTING SITE SEPTIC SYSTEM INFORMATION WAS ACQUIRED
FROM MASON COUNTY RECORDS FOR PERMIT SWG92-0493. w
(. SEPTIC SYSTEM SERVES THE GOLF MAINTENANCE SHOP ONLY, (J�
. (.: Z
EXISTING SEPTIC TANK AND -�- -_ ,, '. 4 CONNECTED TO A HOLDING TANK W
DRMNFlELD FOR GOLF �• '- (: PROPOSED BUILDING WILL BE CONNEC p
- - �( PER MASON COUNTY ONSITE SEWAGE SYSTEM APPUCATON SWG ' � 0
MAINTENANCE SHOP " 2019-00079. n
i o
It
IB, - ' - •�V�� m
nP xzg. - a v=i
Y
_.--. .,':-' f1f7VR7\iALV VIJITM� ;;yy
_..r:_._.,. :• •' STORAGE AREAS 3 <i U 3
P
0 PER B00 SF_12.5(13)STAALLLS J Z E Y r
a� _�
OFFICE(672 SF) Y< J Cr
Of c-vf __ ._- - - 0 1 STALL PER 300 SF_2.24(3)STALLS �r
�S27, i , • ,, ONE STALL TO BE ADA VAN ACCESSIBLE O O
stco• O ". . : Z
0
NEW MOBILE OFFICE BUILDING. e ���...�. ./.., .. .• ..
TO BE PLACED IN SOUTHWEST (/�_ \\//CORNER OF EXISTING '- - :'. (•. ,F - - R�V�� Y
ASPHALT PAVED YARD. n .. .. ..
ED
SAY 0 1
..: ;.: . 2019 o Z Z
; � a o
1,500 GALLON SEPTIC HOLDING l M _ 615 W. Alder Street Q a E
W
TA PER MASON COUNTY ONSITE / (J„) Z
O
n NK SEWAGE SYSTEM APPLICATION /
NUMBER SWG 2019-00079 M S>Hvc / 2 Z U)U
` D-...- CA Q z
0
a O \ O ch / �Z W W
*6
? - '�gJ aka c \\ U F EL O
� ,
- W z Q(L
g �\
seer No.
0
NOR�ITTAL sGALe,•_,w " c1.1
ENLARGED SrrE PLAN/PROPOSED CONDMONS 10 0 70 20
oRo>ECT No.
SCALE--1_' wpm 18217
LEGEND
8m F6gVB9-
ASPHALT PAVEMENT
SAWAND IN ALLPAV WATER.
EXCAVATE TRENCH, rt�„_TAB
AND INSTALL WATER,POWER,AND •"�'Y '• CONCRETE PAVEMENT
TELEPHONE SERVICES TO TEMPORARY
OFFICE BUILDING BACKFILL TRENCH AND GRAVEL SURFACING
RESTORE ASPHALT PAVEMENT.
BUILDING
EXISTING WATER POWER AND ®
TELEPHONE SERVICES LOCATED t W — DOMESTIC WATER(APPROX.)
AT DRIVEWAY TO MAINTENANCE
YARD. LOCATE UTILITIES PRIOR — BURIED POWER(APPROX)
TO CONSTRUCTION —--BP — TELEPHONE(APPROX)
FFICFCIBED FEATVEH-
_.. ti ...... ® BUILDING W— DOMESTIC WATER vI
a— BURIED POWER
Eby -BP — TELEPHONE
- _ Y,
CN BNo BUI PARKING STRIPE
-`,• ,. •. ,• ,. r O WHEEL STOP
I �!C'1L SrG A p.
! AG
�D S10Pq�AAp / Q�9
0121
` = GENERAL NOTES U f
RELOCATE MATERIAL STOCKPILE y 3 "' - J Z > 3 =
ECOLOGY BLOCK ENCLOSURE
NORTH TO ACCOMMODATE FOR ,• 1. PARCEL LINES,RIGHT OF WAY LINES AND CONTOUR UNES
NORTH TO OF MOBILE OFFICE SHOWN ON THIS PLAN WERE ACQUIRED FROM MASON COUNTYPLACE h o o
•, -_ _ _ GIS,JANUARY,2019. = C , U. a u
/ 2. EXISTING SURFACE FEATURES(BUILDINGS,ASPHALT AND
CONCRETE PAVEMENT,GRAVEL SURFACING UNITS,ETC.)ARE 06
I,�J qq
BASED ON AERIAL PHOTOGRAPHY,AND CONFIRMED BY FIELD W j
W3 APPROVED VISIT. H Z Wa ~
• � 3. EXISTING SITE SEPTIC SYSTEM INFORMATION!WASACQUIRED rn
1
MASON COUNTY D PL ANNIN FROM MASON COUNTY RECORDS FOR PERMIT SWG92-0493. ~ 0
SITE PLAN 1@EQUIRED ICE ON SITE EXISTING SEPTIC TANK AND SEPTIC SYSTEM SERVES THE GOLF MAINTENANCE SHOP ONLY, El N J i r
8 Z > n
C qld(#�$ UB JET Tf �I' �C)yA� GRAINFIELD FOR GOLF 4. PROPOSED BUILDING WILL BE CONNECTED TO A HOLDING TANK Lu U o
6�" MAINTENANCE SHOP PER MASON COUNTY ONSITE SEWAGE SYSTEM APPLICATION SING $ s
B '`flat I ( 1 2019-00079. O
Y
O
� 00
00
16'nP. PARKING CALCULATION °0015
-"- - - MAINTENANCE k STORAGE AREAS(f10,000 SF) ,. 3
D 0 1 STALL PER 800 SF=12.5(13)STALLS W
OFFICE(672 SF)
N 0 1 STALL PER 300 SF=224(3)STALLS
ONE STALL TO BE ADA VAN ACCESSIBLE O O
V ' r ao O 0 _
DNEW MOBILE OFFICE BUILDING, - O
TO BE PLACED IN SOUTHWEST -
CORNER OF PDOSAVED
YTING / RECEIVED
ASPHALT PAYED YARD.
MAY 0 12019 Z o
z
1,500 GALLON SEPTIC HOLDING 615 W. Ald D // er
Street a w
N TANK,PER MASON COUNTY ONSITE
SEWAGE SYSTEM APPUCARON
NUMBER SING 2019-00079 O 0 Cb"ASnyG /// =Z F 0
n O \ � � /// VZU wW
/ ''1
12,
C 1,
he g�
/ \ ` gam< i wEE
91FZ1 NO.
HORIZONTAL SCALE:
ENLARGED SITE PLAN/PROPOSED CONDMONS 1'=1 0' C1.1
'
To 0 10 20
Pfl0.ECT N0.
SCALE:1'=10'
NORTH 18217
d
93
N FAIRWAY DR W — _ / / 190
\ I I I I
A
6 I I e I 1G I tt I I 12 / \�
• 4 \\ ` /�/ \ 5 \ I I I I I I i / 14
\ \\ 2 N
\ / \ EXISTING BUILDING'A'
\ \ / GOLF MAINTENANCE SHOP S o
\ ` .S• a
EXISTING BUILDING'B' V\ V S~ Z
1 \ i FUEL TANK CANOPY \ / p•�„ yl �,V
98 \ \ (t224 SF) \ / 18
/V UdCE R ,/9 EXISTING BUILDING'C'
NC
SHED(380 SF)
/ // \✓ EXISTING BUILDING D' ti��
(HEMICGLSTORAGE AND COVERED STORAGE p•` y '*i690 (`4ED
V > d
EXISTING SEPTIC TANK AND EXISTING iBUILDING E' \ J Z >
\ / SHED(3 21 SF) \ < p
DRAINflELD(FOR GOLF
MAINTENANCE SHOP ONLY) MATERIAL STOCKPILE ''`T- 1. + ii19 T N y a
ECOLOGY BLOCK a` ` y LL .
EXISTING ASPHALT PAVEMENT VEHICULAR APPROXIMATE LOCATION OF ENCLOSURE iV
/ ACCESS TO PROJECT SITE EXISTING ASPHALT EXISTING UNDERGROUND UTILITIES . ca W
615 W. >_„,_, ,
` AND CONCRETE SURFACING AT PVCT SITE WATER,POWER,AND TELEPHONE t————————— ——— — — — ——— _
/ COVERS APPROXIMATELY 30,000 SF ( ) I I SEPTIC AREA
_
RESERVE AREA � N W U w w
_
W
BLOCK OCK APPROXIMATELY 40,000 SF c 7
MATERIAL KPILEI1 w
COVERAGE OF GRAVEL V/ > „_ z
I SURFACING WITHIN U S n
I I MAINTENANCE YARD
ENCLOSURE I -
I
e7 I I o
I 1 I Of
I 110"
SEE ENLARGED STEPLAN,SHEET C1166 _____ --__ Lq
PROJECT 9TE,SFE '—'OVERALL SITE PLAN/ OEASING CONDITIONS - 8 Z
EXISTING BUILDING"I" (INSET) _
SECURITY OFFICE
(t120 50
I n
I EnsnFlc eunDlNc'c' n
54 MAINTENANCE SHOP AND
COVERED STORAGE/PARKING i——
(36,300 SF)
I
Z I I EXISTING BUILDING'H'
SHED(368 SF)
Vy
EXISTING BUILDING T
D COVERED EQUIPMENT
1 STORAGE/PARKING(t3,950 SF) 205
D - - - o
TAX PARCEL NO. zz E
h ( I I 42209-51-00206 V} z
83 I z~ [U=Q
n I I 281 N.FAIRWAY DR W s; �Z o U
No � j�
1 - W zF
43.70 ACRES Q$ W
SHEET NQ
HORIZONTAL SCALE: 1'=50• C1A
OVERALL SITE PLAN/EXISTING CONDITIONS 50 0 s0 100 " VICINITY MAP " PROECT NO.
SCALE:1'=50' NORTH SCALE:N.T.S. NORTH 18217
Vfl I fl
e