HomeMy WebLinkAboutstamped_001 Pre-application Materials
PRE21-00010
Pre-Application Conference
Non-Conforming Expansion of existing resort
County Attendees: Shannen Cartmel – Lead Associate Planner, Austin Watkins – Interim Director, Jeff Monroe –
Plans Examiner, John Fleming – PW, Tom Aumock - Consulting International Fire Code Inspector & Plans
Examiner, Brian Tracer – Fire Marshal EJFR
Time and Date: May 13, 2021 at 10:00 AM
Applicant: Andrew Nordstrom
Representatives: Tori Masterson and John Sampson, Hoedemaker Pfeiffer LLC
Other Team Attendees: Todd Hulbert and Dave Pitkethly, Hulbert Custom Construction; Brian Gregory, Allworth
Design; Ann Boeholt, Soundview Consultants; Tracy Gudgel, Zenovic & Associates
Site Location: Parcel number 921084010, 921084011, 921084029; 10 Beach Drive, Nordland, WA 98358
Zoning: Rural Residential 1:5
Approximate Size of Site: 8.9 acres
Description of Proposal: Renovation and improvement of beachfront cottages and amenity spaces of
nonconforming rural recreational lodging resort. The proposal includes the addition of a commercial kitchen,
gathering area, and tent or RV campsites.
The Jefferson County Code is available on-line at: http://www.codepublishing.com/WA/JeffersonCounty/
Permitting Path: The applicant will need to get several permits for this proposal, which includes land use (CUP)
and shoreline permits, septic permits, and building permits. Jefferson County Community Development (DCD)
recommends that the applicant apply for land use and shoreline permits, followed by septic permits, and then
building permits. The only requirement of this is that the septic permit must be applied for prior to the submittal
of the building permit applications. The building permits will not be approved until the septic permit has
approval.
Applying for the land use/shoreline and septic permits within the same time frame allows the applicant to
address any outstanding requirements requested for each permit and navigate any permitting issues that may
arise during review, while still allowing review of all the other permits to continue. The applicant may also desire
to apply for the building permit at the same time as the land use/shoreline and septic permit applications;
however, this is at the risk of the applicant the building permits cannot be approved until the land use/shoreline
and septic permitting is complete. Revision may be required to the building permits to comply with land
use/shoreline and septic permits.
The exception to this permitting path is for cabins 5, 6, and 7. These buildings are in current violation and must
have a new septic system approved, functional and finaled prior to any approval for building permits being
granted.
ENVIRONMENTAL HEALTH – Linda Atkins – 360-385-4403 or latkins@co.jefferson.wa.us. Unable to attend
meeting. For all septic/EH questions please contact Linda directly.
Exhibit 1 - Page 1 of 80
AGENDA for Meeting:
Consulting International Fire Code Inspector & Plans Examiner - Tom Aumock
Plans Examiner – Jeff Monroe
East Jefferson Fire and Rescue Fire Marshal – Brian Tracer. Provided DCD with road standards to allow fire truck
access and proper turn around space if unavailable for meeting.
PUBLIC WORKS – John Fleming (360) 385-9168 or jfleming@co.jefferson.wa.us
• This is a commercial project and requires review by the Jefferson County Department of Public
Works for Stormwater Management proposals. This includes new review of unpermitted structures
and the stormwater management must be consistent with the most current addition of the Western
Washington Stormwater Management Manual.
DEVELOPMENT REVIEW DIVISION – Shannen Cartmel (360) 379-4454 or scartmel@co.jefferson.wa.us
Land Use Permitting
Option 1: Expansion of non-conforming use (JCC 18.20.260(1)(c)):
• Conditional Use discretionary (C(d)) Type two permitting path for expansions greater than 10%.
▪ State Environmental Policy Act (SEPA) review required
▪ Requires Public Notice to all property owners within 300 feet of the property, in the paper of
record, all applicable agencies, and at the site. 14 – day notice period to be combined with SEPA
review notice.
▪ This process is usually administrative, but has the potential to go to a public hearing with a
decision being made by the Jefferson County Hearing Examiner.
▪ The proposal must meet the following:
▪ The proposed area for expansion is contiguous to the nonconforming use.
▪ The area for expansion of use complies with all applicable bulk and dimensional
standards, performance provisions, and environmental and shoreline regulations.
▪ The are for expansion shall not increase the land area devoted to the nonconforming
use by more than 100 percent of that use at the effective date of the nonconformance.
▪ The expansion shall not be granted if it would result in a significant increase in the
intensity of the use of the nonconformity.
▪ Must meet all conditional use permit criteria outlined in JCC 18.40 Article VIII. See JCC
18.40.530:
• (1) The county may approve or approve with modifications an application for a
conditional use permit (i.e., uses listed in Table 3-1 in JCC 18.15.040 as “C(a),”
“C(d)” or “C”) if all of the following criteria are satisfied:
o (a) The conditional use is harmonious and appropriate in design,
character and appearance with the existing or intended character and
quality of development in the vicinity of the subject property and with
the physical characteristics of the subject property;
o (b) The conditional use will be served by adequate infrastructure
including roads, fire protection, water, wastewater disposal, and
stormwater control;
o (c) The conditional use will not be materially detrimental to uses or
property in the vicinity of the subject parcel;
Exhibit 1 - Page 2 of 80
o (d) The conditional use will not introduce noise, smoke, dust, fumes,
vibrations, odors, or other conditions or which unreasonably impact
existing uses in the vicinity of the subject parcel;
o (e) The location, size, and height of buildings, structures, walls and
fences, and screening vegetation for the conditional use will not
unreasonably interfere with allowable development or use of
neighboring properties;
o (f) The pedestrian and vehicular traffic associated with the conditional
use will not be hazardous to existing and anticipated traffic in the
vicinity of the subject parcel;
o (g) The conditional use complies with all other applicable criteria and
standards of this title and any other applicable provisions of the
Jefferson County Code or state law; and more specifically, conforms to
the standards contained in Chapters 18.20 and 18.30 JCC;
o (h) The proposed conditional use will not result in the siting of an
incompatible use adjacent to an airport or airfield;
o (i) The conditional use will not cause significant adverse impacts on the
human or natural environments that cannot be mitigated through
conditions of approval;
o (j) The conditional use has merit and value for the community as a
whole;
o (k) The conditional use is consistent with all relevant goals and policies
of the Jefferson County Comprehensive Plan; and
o (l) The public interest suffers no substantial detrimental effect.
Consideration shall be given to the cumulative effect of similar actions
in the area.
• (2) In instances where all of the above findings cannot be made, the application
shall be denied.
• Expansion of nonconforming structures must comply with JCC 18.20.260(2) and (3).
Option 2: Conditional Use Permit to Establish a conforming use (JCC18.20.350(9) and (10)):
• Conditional use (C) type III (hearing examiner) permitting path with variance to parcel size
requirement
▪ SEPA review required
▪ Small Scale Tourist and Recreational Use with recreational overnight cabins/conference or
retreat center and a rural restaurant. To add an RV and tent camping, a variance from the
typical small-scale and recreational criteria regulating only one small scale or recreational use
per legal tax parcel. See JCC 18.20.350(3)(c). Further, a variance would be required from the
SSRT performance standards, which require that the size of the recreational cabins/conference
center be at least 10 acres in size. See JCC 18.20.350(9)(a). The variances would be combined
with the conditional use type three permit hearing.
▪ Requires Public Notice to all property owners within 300 feet of the property, in the paper of
record, all applicable agencies, and at the site. 14 – day notice period to be combined with SEPA
review notice.
▪ Requires a public hearing with the Jefferson County Hearing Examiner (notice of the hearing is
published at least 10 days prior to the hearing)
▪ Would create a conforming use that allows for easier expansion in the future.
▪ Must meet all conditional use permit criteria outlined in JCC 18.40 Article VIII.
▪ Must meet all variance permit criteria outlined in JCC 18.40 Article IX.
Exhibit 1 - Page 3 of 80
o A variance may be granted only if the applicant demonstrates all of the
following:
o (1) The variance will not constitute a grant of special privilege
inconsistent with the limitation upon uses of other properties in the
vicinity and land use district in which the subject property is located;
o (2) The variance is necessary because of special circumstances relating
to the size, shape, topography, location or surroundings of the subject
property, to provide it with use rights and privileges permitted to other
properties in the vicinity and in the land use district in which the subject
property is located;
o (3) The granting of the variance will not be materially detrimental to the
public welfare or injurious to the property or improvements in the
vicinity and land use district in which the subject property is located;
o (4) The special circumstances of the subject property make the strict
enforcement of the provisions of this code an unnecessary hardship to
the property owner;
o (5) The special circumstances are not the result of the actions of the
applicant; and
o (6) The variance is consistent with the purposes and intent of this
Unified Development Code.
▪ Must meet the all the applicable criteria under JCC 18.20.350. Some important ones are
highlighted below:
▪ The minimum parcel size must be 10 acres (see above variance path to approval with
the 8.9 acres).
▪ Can have 15 built cabins or bedrooms for overnight lodging comprising up to 6,000
square feet of gross floor area.
▪ Lodging operators may not allow any person to occupy overnight lodging on the
premises for more than three months in any year.
▪ New residential development not permitted (including sale of land for year-round or
second-home residential housing that is owner-occupied or rented)
▪ An on-site caretaker or manager’s residence is allowed.
▪ Can also apply for a rural restaurant which is allowed as a small -scale recreational and
tourist use subject to the following:
• Only when associated with and subordinate to a primary recreational or tourist
use.
• Indoor dining facilities shall not exceed a total of 50 seats, including outdoor
seating.
• The structure cannot constitute no greater than 5,000 square feet of gross floor
area.
• Drive-through food service is prohibited but does not include an espresso stand.
• This can be applied for in conjunction with the Type III or later down the road as
a Conditional Use Discretionary (C(d)) type II permit.
Codes and regulations for RV Parks and commercial campgrounds (if desired) –Glamping would likely be
considered a RV park and/or commercial campground. This is a requirement for either option of permitting the
use. This approval would be combined with the other SSRT uses and type III permit.
▪ Recreational Vehicle (RV) Park or Commercial Campground requirements:
• The minimum parcel area for the RV park/commercial campground shall be five
acres.
Exhibit 1 - Page 4 of 80
• Cannot exceed 60 spaces.
• RVs can only be located in an approved RV space and are limited to one per
space.
• Temporary occupancy not to exceed nine months.
• The minimum width for the parcel shall be 300 feet.
• No storage of heavy equipment.
• No home or business can be operated from the park.
• A responsible caretaker, owner or manager shall be placed in charge of any
RV/campground park to keep grounds, facilities and equipment in a clean,
orderly, and sanitary condition and will answer to the owner for any violation of
any provisions of the Jefferson County Code or any other ordinance.
• Allowable accessory uses and improvements (subject to individual permitting
requirements) may include facilities for:
o Picnicking, boating, fishing, swimming, outdoor games, miniature golf
courses, mechanical amusements, and other sports and activities.
• A buffer area shall be provided within all boundaries of 100 feet in depth within
all common property boundaries or public streets.
• No RV or camp site may be located within a buffer area.
• No building or structure may be erected or placed within a buffer area.
• No refuse disposal area shall e located within a buffer area.
• No plant materials may be deposited or removed within a buffer area except as
a part of recognize landscaping scheme or except for emergency access.
• Only roads which cross the buffer, are as close to right angles as practicable an
connect directly with the road system contained within the remainder of the
park shall be permitted within a buffer area; no road shall traverse the buffer
area and give direct access form any public road to any RV space or camp site.
• The road system shall comply with the standards and specifications for roads
pursuant to JCC 18.30 and any fire related access requirements.
• Adequate off-street parking shall be provided.
• Each RV space shall have sufficient unobstructed access to or frontage on, an RV
park road, so as to permit the movement of RVs.
• No structural addition to any RV shall be permitted.
• All utilities, including electrical power and telephone lines, shall be installed
underground
• All roads, walkways, grouped-bay parking and service areas shall be provided
with lighting adequate to ensure the safety of vehicular and pedestrian traffic.
• Adequately sized wastewater disposal facilities shall be required and must be
approved by the Jefferson County environmental health department.
• Any other criterion applicable from any of Jefferson County Codes or
ordinances, and any state or federal regulations.
Shoreline Permitting: Chapter 18.25 JCC
• The site consists of Natural Shoreline and Shoreline Residential Designations.
• Septic systems and associated components are prohibited within the Natural Shoreline designation, but
a Shoreline Conditional Use C(d) permit in Shoreline Residential designation.
• Development in shoreline jurisdiction means: “a use consisting of the construction or exterior
alteration of structures; dredging; drilling; dumping; filling; removal of any sand, gravel, or minerals;
bulkheading; driving of piling; placing of obstructions; or any project of a permanent or temporary
Exhibit 1 - Page 5 of 80
nature which interferes with the normal public use of the surface of the waters overlying lands subject
to this program at any state of water level.” This includes any utility components as well. (JCC
18.25.100(4)(g)).
• Any waterward development within the 150’ buffer and 10’ building setback, including decks, patios,
staircases, additions, utility components or other similar projects, requires a Shoreline Variance.
o The shoreline variance requires a 30-day public notice to all property owners within 300 feet,
the paper of record, any applicable agencies, and at the project site.
o Jefferson County makes preliminary approval and recommendations to Washington State
Department of Ecology (ECY), who makes the final approval. Jefferson County’s decision for the
variance is made by the Jefferson County hearing examiner. Approval for these additions from
Department of Ecology is rare.
o Due to the commercial scale of this proposal, any waterward development within the 150’
buffer will be subject to a SSDP, which is a type III decision made by the Jefferson County
hearing examiner. The decision is then noticed to ECY and the Attorney General’s Office.
• Any lateral development within the 150’ buffer and the 10’ building setback, including any of the above -
mentioned projects, would be processed as a Shoreline Conditional Use (discretionary) permit.
• A shoreline substantial development permit (SSDP) will likely be required unless it is exempt under JCC
18.25.560. A SSDP is a Type III permit (hearing examiner).
• The land use and shoreline permitting can be combined into one permitting process. However, the
shoreline permitting (variance or conditional use) must be approved be ECY after local approval.
• OWHM will need to be mapped based upon the wetland delineation from the estuary.
• Land use, building, septic permit applications are not vested to the SMP. See JCC 18.40.320. Jefferson
County is in the process of reviewing and updating its SMP. If any changes are made to the SMP which
affect this project, then new SMP would apply (unless the permit has been issued).
• Habitat management plan will be required due to work within 160 feet buffer/setback.
Critical Areas: Chapter 18.22 JCC
• Mapped Critical Areas:
o Wetlands – any permitting or new development will require a wetland delineation. The wetland
may have changed based upon the new bridge construction and estuary. OHWM
o FEMA Flood Zone AE. Any update or remodel to any structures within this mapped area must
comply with current FEMA regulations. FEMA regulations are federal and due not vest to any
date of application. JCC 15.15 lays out FEMA requirements.
▪ Biological opinion will be required due to flood zone in the shoreline.
o Seismic Hazard Mapped on property – expansion of any structures or placement of new
structures, septic or other utility components will require a geotechnical report prepared by a
qualified professional with a state stamp that addresses 18.22 JCC and supports proposed
development. The applicant will also be required to record a notice to title for this report.
o High-Risk SIPZ mapped on portion of the parcel.
▪ This requires all wells be decommissioned and public water supply be brought to the
parcels. Other criteria located in JCC 18.22 Article III.
o SARPA and SARPA + SUSC Critical Aquifer Recharge Area mapped on parcel.
▪ SARPA + SUSC – is a nitrogen BMP area and the septic system must meet all nitrogen
BMP requirements in JCC 18.22 Article III and JCC 18.30.180. Your septic designer should
be familiar with these requirements.
Other important information:
Exhibit 1 - Page 6 of 80
o Land use approval and shoreline approvals can be processed together. In instances where public
notices are required or other processes and approvals are different, if the processes are
combined, the more stringent requirement applies. For example, the 30-day notice period for
shoreline would be required over the 14-day notice period for the conditional use permit.
o It is likely that the land use/shoreline permitting will be a Type III public hearing (hearing
examiner). The highest permit type require will bring the other permits into a public hearing. If
the highest permit type is the Type II CUP (discretionary), the Unified Development Code
Administrator will decide if the entire permit should be heard by the Hearing Examiner (Type III)
based upon JCC 18.40.520(2).
o Any buildings that have been built or expanded without permits (that were likely built after
permits were required) will require Built-Without-Permit (BWOP) building permits.
SEPA:
• State Environmental Policy Act (SEPA) is required. There are no SEPA exemptions that apply to this
proposal.
• SEPA checklist is located here: https://ecology.wa.gov/DOE/files/d7/d7373ce2-12cb-4fd2-a0e1-
1d25557ac187.pdf.
• SEPA guidance is located here: https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-
review/SEPA-guidance.
• SEPA handbook is here: https://ecology.wa.gov/DOE/files/4c/4c9fec2b-5e6f-44b5-bf13-
b253e72a4ea1.pdf
• Questions on the SEPA checklist need to be answered thoroughly.
Additional Questions Proposed by applicant:
• What is timeline/process for the Conditional Use Permit?
o It is dependent on staff availability and case load of the department at the time of submittal.
Any land use approval has a 28-day window to be deemed complete. Once this occurs, DCD can
still request additional information if required.
o The notice of application period will be either 14 or 30 days.
o The staff will make sure all comments are addressed, request potential additional information
and begin preparing the staff report.
o SEPA determination will be made and require the appropriate appeal timelines either prior to
public hearing or administrative approval.
o The permit is subject to several appeal periods depending on path forward.
o Shoreline permits that go to department of ecology have a 10-day appeal period after Jefferson
County’s preliminary decision. Once the 10 days is up DCD then sends to ECY. Then they
generally review within 30 days followed by an appeal period that does not allow any
construction until it has been completed.
o Land use/shoreline permitting is typically at least 6 months, if not longer.
• Which cabins can be over the counter permits (minor remodels – no additional bedrooms or structural
changes)
o Cabin 1
o Cabin 7
o Cabin 8
o Cabin 9
▪ None. All permits will require plan examiners review and full building permits due to the
commercial nature of the proposal and the unknown status of some of the buildings.
• What is the permitting timeline for remodels?
Exhibit 1 - Page 7 of 80
o The currant permit estimate is 10-12 weeks. However, as a commercial project, some of the
plans may be reviewed by an outside consultant and could take substantially longer. These
approvals will also be reliant on land use approval, shoreline approval, septic approval, and
water approval that all have very different timelines.
• Water connection a. Process, timeline, etc.
o The applicant must decommission all wells on the property and apply for public water source.
Per Environmental Health, well drillers are 3-4 months out, it is recommended that you get
started looking at options for this process. As far as connection to Jefferson PUD water, it is their
timeline for approval. Contact Jefferson County PUD. For questions regarding the potable water
approval and well decommissioning from County review, please contact Susan Porto at 360-385-
9904 or sporto@co.jefferson.wa.us.
• What are the limitations with Glamping on the property and does adding the temporary structures fall
under Jefferson County Code sections dealing with nonconforming uses and structures (JCC 18.20.260)
o Define Glamping? RV’s? Tents?
o a. There are both non-conforming uses and structures – Section 3 of JCC 18.20.260 applies to
the subject property.
o Correct depending on permitting path desired as described above.
o b. If the use and/or the structures are expanded, does a UDC Type permit approval allow for the
type of expansion requested?
▪ See above. Once the land use is approved, building permits for expansions can easily be
approved if in compliance with conditions of approval for the use. Buildings are each
individually subject to critical areas and individual approval, especially if they were built
without permits.
o c. Can seasonal platforms be built to allow for glamping tents?
▪ Yes. As long as the tents are an approved use for the land use regulations.
• Parking:
o What are the parking requirements for a site like this? Is there are minimum num ber of parking
stalls required? Can the guest parking be separated from the cabins and centrally located
outside the shoreline area?
▪ Subject to JCC 18.30 standards.
▪ Parking for physically handicapped needs shall be provided consistent with state
standards at a rate of not less than two percent of the total number of parking spaces,
or a minimum of one parking space, whichever is greater.
▪ Yes, the parking can be located in one central area.
▪ Parking standards are determined by JCC 18.30.100. Based upon this use, it is likely that
the parking will be determined by the UDC Administrator. ITE parking standards are
typically used as the guideline.
• Trees:
o There are trees on the site that we would like to consider for removal. Some of the most
common issues are:
o Trees that are dead or dying or in a state of decay near structures, public spaces or public roads.
Previously topped trees
▪ Tree alterations are subject to a separate tree removal permit. Depending on the
location of the tree and the critical areas it is within, different requirements can be
present. The geotechnical report needs to address the proposals as far as stability, if in
the wetland, the wetland biologist needs to address. All tree alterations or removals
require an arborist report detailing the health of each tree proposed to be either
removed or trimmed and the methods that will be used for doing so.
• Invasive Plant Mitigation:
Exhibit 1 - Page 8 of 80
o Would removal of non-native invasive plants be considered ‘clearing and grading’ if replanting
with site appropriate native plants is to take place in these areas?
▪ It is dependent on the location of the invasive plants. In mitigation, removal of invasive
plants is sometimes a method to achieve required levels of mitigation. Generally, the
strict removal of non-native plants like Himalayan blackberry and others – you will need
to work with your biologist to determine that they are in-fact invasive, would not be
considered clearing and grading. This does not apply to any trees. It would be
considered grading if you are leveling the ground you remove the plants from.
• Shoreline Setback:
o How is removal of crushed rock areas in the shoreline setback viewed if these areas are returned
to native planting? Would this be considered ‘clearing and grading’?
▪ Removal is good. Restoration is key and highly preferred. I recommend this be part of
mitigation that may be required.
o Can native planting take place in the shoreline setback without permit review?
▪ It is preferably reviewed with the shoreline applications. This will allow you to use these
instances as mitigation if needed.
o Permitting requirements for trenching utilities in the shoreline?
▪ Covered above. Requires shoreline review and permitting. No exemption for utilities. It
is considered development. It is subject to the shoreline management plan and act. Also
the SSDP process as utilities aren’t exempt from commercial operations.
Application & Fees Estimate:
• Complete Application CUP (C(d)) and (C):
o Permit Application
o Conditional Use Permit Form
o A narrative statement substantiating how the proposed development meets all applicable
criteria. For example, conditional use permit criteria, nonconforming expansion criteria, variance
criteria, small-scale tourist and recreational use criteria and any other applicable sections.
o SEPA Checklist pertaining to entire development proposal.
o Geotechnical Report
o Engineered Stormwater Report
o Wetland Delineation
o Site Plan (must show Ordinary High Watermark – OHWM). Must also have all applicable criteria
from the Jefferson County Site Plan checklist. Must also show any delineated wetlands.
o Additional Information if required. The administrator’s determination of completeness shall not
preclude the administrator from requiring additional information. (JCC18.40.110 (6)).
• Complete Application for Shoreline Development:
o Permit Application
o Shoreline Supplemental Application
o Site Plan (must show Ordinary High Watermark – OHWM). Must also have all applicable criteria
from the Jefferson County Site Plan checklist. Must also show any delineated wetlands.
o If requesting a conditional use permit, a variance or a SSDP, must have a habitat management
plan with mitigation.
o Biological opinion due to flood zone.
o Additional Information if required. The administrator’s determination of completeness shall not
preclude the administrator from requiring additional information. (JCC18.40.110 (6)).
Exhibit 1 - Page 9 of 80
• Fees due at time of preliminary application:
• Conditional Use Permit C(d):
▪ $1552.00 Base fee (DCD will invoice at rate of $97.00 per hour, after 16 hours).
▪ $970.00 SEPA
▪ $149.00 Notice of SEPA/Application
▪ $12.00 Notice Board
▪ $24.00 Scanning Fee
▪ $722.00 Public Works Base fees (PW will invoice for work over 8 hours of review at a
rate per approved fee schedule depending on reviewer)
▪ $171.45 Tech Fee
▪ $3600.45 Total
• *potentially subject to hearing examiner fee of $1298.44 if the decision gets
pushed from administrative. This will also include additional fees for notice of
hearing, and a 5% technology fee.
• Conditional Use (C) with or without variance (extra hours will be billed)
▪ $2,231.00 Base fee (DCD will invoice at rate of 97.00 per hour, after 23 hours)
▪ $970.00 SEPA
▪ $149.00 Notice of SEPA/Application
▪ $12.00 Notice Board
▪ $24.00 Scanning Fee
▪ $722.00 Public Work Base fees (PW will invoice for work over 8 hours of review at a rate
per approved fee schedule depending on reviewer)
▪ $149.00 Notice of Hearing
▪ $1298.44 Hearing Examiner
▪ $277.77 Five percent technology fee
▪ $5833.21 Total fee due at time of submittal
• Shoreline Exemption
▪ $679.00 base fee
▪ $24.00 Scanning fee
▪ $35.15 Five percent technology fee
▪ $738.15 total
• Can be combined with individual building permits, a standalone permit for all
shoreline exemption work, or in conjunction with any CUP/Variance permit.
Would be required for CUP/Variance if this is the resultant proposal.
• Shoreline Conditional Use or Variance with or without SSDP:
▪ $2425.00 (DCD will invoice at rate of 97.00 after 25 hours)
▪ $149.00 Notice of Application
▪ $12.00 Notice Board
▪ $24.00 Scanning Fee
▪ $149.00 Notice of Hearing
▪ $1298.44 Hearing Examiner
▪ $202.87 five percent tech fee
▪ $4260.31 total due at submittal
• Additional DCD fees may also include: SEPA review and other appropriate fees if applicable after the
pre-application conference. Fees are based on 2021 fee schedule and are subject change.
• Contact our reception desk for an appointment for intake at 360.379.4450.
Exhibit 1 - Page 10 of 80
• Recording fees, property taxes must be paid for the current year per JCC18.35.140(5) and
RCW84.56.345.
JCC 18.40.090(5) Assurances Unavailable. It is impossible for the conference to be an
exhaustive review of all potential issues. The discussions at the conference or the information
provided by the administrator shall not bind or prohibit the county’s future application or
enforcement of all applicable laws and regulations. No statements or assurance s made by county
representatives shall in any way relieve the applicant of his or her duty to submit an application
consistent with all relevant requirements of county, state and federal codes, laws, regulations and
land use plans. Pre-applications do not vest any portion of the development proposal. The applicant
should read and understand all applicable statues, regulations, and rules.
Exhibit 1 - Page 11 of 80
Thomas L. Aumock
Consulting Fire Code Inspector & Plans Examiner
Jefferson County Department of Community Development
2303 Hendricks Street, Port Townsend, WA 98368
Office : (360) 385-3938 Email: taumock@cablespeed.com Cell : (360) 643-0272
MEMORANDUM
To: Joel Peterson, Associate Planner, Jefferson Co. Department of Community Development
Fr: Thomas L. Aumock, Consulting Fire Code Inspector & Plans Examiner
Dt: 29 April 2021
Re: PRE21-0009 Blake Lodge, 10 Beach Drive, Marrowstone Is., A.P.N. 92108 4011,4012, and
4029
I am in receipt of the above-referenced paperwork as a pre-application for proposed facility improvements
to an existing shoreline lodge and cabins on Marrowstone Island.
The purpose of this review is to provide pre-application guidance on the jurisdiction and on Code
standards for proposed services, access roads, and available fire protection water supplies.
Cited are excerpts from International Fire Code, 2018 Edition, as amended by Washington Administrative
Code 51-41, the International Mechanical Code, N.F.P.A 96 et al, and the guideline “Jefferson County
Non-public Road/Driveway Design and Construction Standards”. The Jefferson County "ArcGIS" Public
Safety Map was used for existing P.U.D fire hydrant and distance data. The Jefferson County
Coordinated Water System Plan provides the recommended fire flows, hydrant distances, etc.
As noted, a pre-application tele-conference was conducted on this date. Consultants for the project,
Hoedemaker Pfeifer, provided pre-app questions for the proposed project. The following items pertain to
Codes under this plans examiner and Fire Code consultant was requested to review.
Item 5, “Lodge-Commercial Kitchen" Requirements: International Fire Code & N.F.P.A. 96, et al.
The commercial kitchen was noted to be for the Lodge’s assembly function, whereby, commercial
cooking could take place, including catering. A formal permit with detailed drawings is required, and I
have attached a detailed paper on the subjects noted below, attached.
As such, all the kitchen appliances would be required to have a formal manufacturer's listing or testing
certification, including the hood.
Next, a formal cooking center exhaust hood would be required. This hood should have a formal
manufacturer's listing or testing certification. The hood exhaust system would need to meet Code for the
size of the cooking appliances, and its exhaust piping shall meet the requirements for penetration through
ceilings, attic, and roof, or sidewalls. The exhaust termination of the exhaust will be required to be
separated from any fresh-air intakes on the roof, by Code. Separation methods of appliances from any
deep-fat cooking appliance would be required. Manual fuel shut -off for appliances would be required to
be accessible.
An automatic fire sprinkler system for the hood is required for Code for any commercial cooking hood
operation that produces grease-laden vapors.
The Codes also require automatic power and fuel shutoffs for automatic fire suppression system
activation, with manual reset.
A Class K fire extinguisher is required in the kitchen.
Exhibit 1 - Page 12 of 80
Any combustible construction wall behind the commercial cooking operation shall be non-combustible,
or be protected by a non-combustible shield complying with N.F.P.A 96.
The occupancy load limits for the assembly room area will be established by this Fire Code administrator
based upon size, seating, standing and table and chairs capability.
Item 14. Residential and Lodge Automatic Fire Sprinklers and Fire Detection
The Cabins, and the Lodge occupancy levels do not exceed the thresholds for required automatic fire
sprinkler systems under the International Fire Code. Therefore, this is an owner option to provide these
appliances. It is noted that the Codes do require automatic fire detection devices, and CO 2 devices where
applicable. This is based upon the Pre-App submittals.
International Mechanical Code Commercial Kitchen Requirements
The commercial cooking hood Code requires make -up air for the exhaust system to be approximately 94-
97 percent of the exhaust volume. Make-up air is derived from an approved exterior source, by a formal
automatic air supply system, or device, and must be sourced from the kitchen area.
Roadway Ingress and Egress For Fire and Life Safety Response
The existing roadway layout for the property was reviewed with the International Fire Code Section 503
“building access 150-foot” standard. The existing roadways meet the purpose and intent by allowing
efficient emergency services delivery, and the looped roadways are an asset.
The condition and capability of the existing roadways have not been determined. The "Rural Access
Road/Driveway" Standard is codified under Chapter 18.30 of the Jefferson County Code.
Table 6 -1. "Density, Dimension and Open Space Standards" sets the design criteria for a "private
road". Note that a "Driveway" is not subject to any design criteria. These standards were initially adopted
by ordinance in 2006.
It is the Dept. of Community Development's non-codified driveway standards intent to fill that void for
"driveway" construction and design standard and provide guidance for I.F.C. Chapter 503 provisions,
which were not adopted by the State of Washington. Jeffers on County also did not adopt the appendices
of the I.F.C.
Jefferson County has adopted the attachment "NON-PUBLIC ROAD/DRIVEWAY DESIGN AND
CONSTRUCTION STANDARDS" with the purpose "to assist property owners with responsible design
and construction standards for efficient delivery of emergency services to the subject property[s], as well
as other services." Thus, it is non-binding as the proposed roadway is on private property.
The non-binding “Jefferson County Non-Public Road/Driveway Design and Construction Standards ”
therefore act as a “risk management” tool for landowners to evaluate the driveway’s ability to provide
efficient emergency services delivery for present and future owners.
The proposed roadway will allow efficient emergency services delivery, and the road-end turn-around is
especially necessary due to the length of this driveway.
Jefferson County Department of Community Development NON-PUBLIC ROAD/DRIVEWAY
DESIGN AND CONSTRUCTION STANDARDS
The "Rural Access Road/Driveway" Standard is Cod ified under Chapter 18.30 of the Jefferson County
Code.
Exhibit 1 - Page 13 of 80
Table 6 -1. "Density, Dimension and Open Space Standards" sets the design criteria for a "private
road". However, a "Driveway" is not subject to any design criteria. These standards were initially
adopted by ordinance in 2006.
It is the Dept. of Community Development's intent to fill that "driveway" guidance void and provide
guidance for I.F.C. Chapter 503 provisions, which were not adopted by the State of Washington.
Jefferson County also did not adopt the appendices of the I.F.C. which have stricter standards for urban
areas.
The County has the authority to use certain listed UL and ASTM as "referenced standards" in the I.F.C.
[Ch. 80]
Background from the Washington State Adoption of the 2015 International Fire Code “WAC 51-
54A-0503 Fire Apparatus Access Roads”
“Section 503.1 Where required. Fire apparatus access roads shall be provided and maintained in accordance with locally adopted street, road,
and access standards.
Section 503.1.1 Buildings and facilities, is not adopted.
Section 503.1.2 Additional access, is not adopted.
Section 503.2 Specifications. This section is not adopted.
Section 503.3 Marking. This section is not adopted.
Section 503.4 Obstruction of fire apparatus access roads. This section is not adopted.”
Applicable Standards
• 2018 Edition of the International Fire Code [I.F.C.], Chapter 5, Section 503 “Fire Apparatus Access
Roads”, and I.F.C. Appendix D. [Guideline only, not adopted as Code by Jefferson County]
• American Association of State Highway and Transportation Officials [A.A.S.H.T.O.]
• Washington State Department of Transportation [W.S.D.O.T.]
• Less than 100 average daily traffic volume criteria [A.D.T.]
• Underwriters Lab 325- as it applies to electric gates and closing appliances rated 600 volts
or less.
• ASTM F2200 Standard Specification for Automated Vehicular Gate Construction
Purpose
In the absence of State adoption of portions of Section 503 of the International Fire Code, Jefferson
County provides these standards to assist property owners with responsible design and construction
standards for efficient delivery of emergency services to the subject property[s], as well as other services.
Scope
The scope of this policy is for emergency services access provisions on private properties and privately
constructed and maintained roadways to at least 150 feet of a significant structure as measured from the
rear of that structure. This means a fire truck can park, and deploy firefighters with a minimum 150 -foot
length fire h ose from each side of the structure, and meet in the back, but without obstructions.
Standards
A travel surface should be constructed and maintained according to these standards:
• All materials should meet W.S.D.O.T. standard specifications for road construction.
• Twenty [20] foot minimum unobstructed width with the following elements.
--Minimum finished driving surface width of twelve [12] feet should be provided, and maintained.
--Four [4] foot shoulder—each side—is recommended in sloped landscapes, as shoulders provide
lateral support of elevated roadway surfaces and provide a safer “operations zone” around parked
emergency services vehicles on the roadway.
--Brush and landscaping should not impede the sides of the travel surface with a width and height of
14 feet.
Exhibit 1 - Page 14 of 80
• Minimum 6-inch ballast or gravel base, which may need to be increased depending upon the
suitability of native material, with 2- inch minimum depth of compacted crushed surfacing top course
• 2-percent crown slope at the centerline to allow for proper water drainage.
• Compaction of the material to a load capacity of 75,000 pounds minimum.
• Cut and fill slopes, including ditches, should be designed to provide 2:1 slope gradient.
• Any curvature and departures in the roadway should have a minimum 28-foot radius (internal
measurement). Apron radii may be located within the existing public way provided the public paved
surface width accommodates same.
• Maximum grade is 12%, with greater than 12% suggests Fire District approval and/or should be
paved.
• Gradient change/transitions should be limited to seven [7] percent or less, to accommodate the
wheelbase of the fire trucks and the body frame beyond the rear axle.
• Driveway approach to any constructed roadway should meet and approved 75 degree to 105 degree
approach angle, to include brush clearance for line of sight at any “stop and yield” controlled
intersection with a constructed public road, and include an approved paved apron.
• An approved address sign with minimum 5-inch numbers should be posted where the driveway
intersects with public roadway. Obtain this from the County Dept. of Community Development.
• Gates and fences on the roadway are obstacles to efficient emergency services delivery, and create
width constrictions. Any such assemblies should be eleven [11] feet in opening width, and should not
be locked unless an approved lock-box or key code system is installed. Key code systems must be
registered with the JeffCom E-911 Center for the associated dispatching requirements. Gates are not
allowed t o be constructed within the public right-of-way, and need to be placed at the property line
intersection with the public right-of-way unless approved by the Jefferson County Dept. of Public
Works.
• Driveway turnarounds for roadways over 250 feet in length s hould be provided, and should be
designed using the standards from the 2015 International Fire Code, Appendix D.
• Where private roadways are greater than 1,000 feet, owners should provide intermediate turnout[s],
and should provide a formal off-highway turnaround at the road entrance to allow vehicles to
turnaround without having to back-out onto the public right of way.
A recorded document should be executed in cases where property is served over a roadway easement.
Such document prescribes the necessary ingress/egress provisions recommended by these standards, and
most importantly, should include a maintenance agreement --which includes multiple-party use of a
driveway access.
Common Question/Responses:
1) What is the minimum distance of opening bet ween gate posts to allow entry by emergency vehicles?
Gates and fences on the roadway are obstacles to efficient emergency services delivery, and create width
constrictions. Any such assemblies should be eleven [11] feet in opening width, and should not be locked
unless an approved lock-box system is installed." "Approval" in this case is by the Operations Chief of
the respective Fire & Life Safety Protection agency.
2) How does fire, police, and ambulance services get access to unlocking a gate?
Call Jeffcom and register the key code with the dispatcher personnel.
3) How far should a gate be setback from right-of-way?
Public roads are within specific right of way widths, thus, road edges, ditches, etc. may have varying
setbacks from the legal edge of the right-of -way. The gate is normally not to be placed in a public right-
of-way, thus, would be placed on the private property line abutting the right of way. This requirement is
likely included in the Jefferson County Road Access Permit for the subject intersection.
4) Who maintains the gate?
Exhibit 1 - Page 15 of 80
Maintaining the operation, and upkeep is set by the manufacturer's standards, and is the responsibility of
the owner[s], or owner representative.
5) Backup power supply to electric gates, or gates automatically open in power outages.
Gates should have a manual override capability, or a back-up power supply.
6) On automatic gates, a means of sensing obstructions in pathway of opening or closing.
Automatic gates should have a built in safety feature for sensing closure obstructions.
7) Snow clearance from bottom of gate swing.
This is an owner/lessee maintenance issue likely based upon the manufacturer's operation standards
Fire and Life Safety Fire Flow Analysis
This facility has a “Rural” classification from the “Jefferson County Coordinated Water System Plan".
As such, there is no minimum fire flow requirement for this project.
The area is served by Jefferson County P.U.D No. 1 public water system. The ArcGIS Public Safety Map
for this area does not indicate a fire hydrant in the vicinity of this project. Therefore, fire protection water
supply operations would be accomplished through the use of water tender shuttles.
It is recommended that the owner consider the installation of a fire hydrant with locating assistance from
the Jefferson County P.U.D. No. 1.
Exhibit 1 - Page 16 of 80
Scan the QR code to access the digital form.
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street, Port Townsend, WA 98368
Tel: 360.379.4450 | Fax: 360.379.4451
Web: www.co.jefferson.wa.us/communitydevelopment
E-mail: dcd@co.jefferson.wa.us
PRE-APPLICATION CONFERENCE
Purpose
The purpose of the pre-application process is to ensure consistency with the applicable sections of JCC Title 18.
Process
1. Submit an application for a pre-application conference with the required items below.
2. Once submitted, staff will be assigned to the case, and they will coordinate with you on potential meeting dates.
3. Discuss project at meeting with all required departments. If necessary meeting will be held on site.
4. Receive written report from Jefferson County on process to move forward with project.
5. Submit all required applications for project; once approvals are issued, start project!
The Jefferson County Code (JCC) 18.40.090 & 18.25.640: When Required. Pre-application conferences are required
for all Type II, Type III, Type IV and Type V project applications and Type I project applications proposing impervious
surfaces of 10,000 square feet or more and/or non-single-family structures of 5,000 square feet or more.
Additionally, pre-application conferences are required for industrial, commercial, and critical area stewardship plan
applications. The administrator may exercise discretion not to require a pre-application conference if the
administrator determines that the conference information is self-evident, already transmitted, or would not add
value to the subsequent application. Pre-application conferences for all other types of applications are optional,
and requests for conferences will be considered by the administrator on a time-available basis. The consultation
includes preliminary review and administrative assistance. This service does not include extensive field inspection
or correspondence. Pre-application consultation does not limit subsequent administrative review.
At the conference, Department of Community Development personnel shall provide the applicant with:
1. A list of the requirements for a completed application;
2. A general summary of the procedures to be used to process the application;
3. The references to relevant code provisions or development standards that may apply to the approval of
the application; and
4. A list of any applicable hourly review fees that may be charged by one or more County agencies upon
the filing of a project permit application with the County.
Discussions at the conference or the information provided by the staff shall not bind or prohibit the County’s future
application or enforcement of all applicable laws and regulations. No statements or assurances made by County
representatives shall in any way relieve the applicant of their duty to submit an application consistent with all
relevant requirements of County, state and federal codes, laws, regulations and land use plans.
Required Submittal Items
Pre-Application Conference Application
Conceptual Design plan – see pg. 2
Permit Fees based on departments requested/required to attend for project type
List of everybody who will be involved in the meeting and/or project
Attach any special reports already completed for the project/parcel
4
4
4
4
4
Apr 06 2021
Exhibit 1 - Page 17 of 80
G:\PermitCenter\%%%FORMS%%%\Land Use\Pre-App\pre-app conference form QR code.docx REV. 2/20/2020 Page 2
Application Directions
1. Please answer all questions on this form completely.
2. Attach one sketch of the Conceptual Design plan for the proposed use or activity, showing the following information:
a. Vicinity sketch;
b. North arrow and scale;
c. Property boundaries and identification of land uses on adjacent properties;
d. Means of ingress and egress;
e. Property/lot drainage;
f. Possible locations of sewage disposal and water supply systems;
g. Location of utility easements; and
h. Proposed location of buildings, including setbacks to property boundaries.
3. Attach payment of the applicable fee, as set forth in the Jefferson County Fee Ordinance.
Applicant Name:
Mailing address:
Telephone: email:
Representative:
Mailing address:
Telephone: email:
representative:
Telephone: email:
Representative:
Telephone: email:
Representative:
Telephone: email:
Include additional names on a separate sheet.
Property Description
General Location:
Legal Description (from Property Tax Statement):
9-Digit Parcel Number:
Total Acreage:
Zone:
% Lot Coverage:
This is the % of your property
that is covered by impervious
surface.
Applicant: Owner Lessee
Contract Purchaser Other ____________________________
8.9 RR-5 3.9%
Architect
Andrew Nordstrom
4014 Hunts Point Rd, Bellevue, WA 98004
206.650.3573 andrewlnordstrom@gmail.com
Tori Masterson
206.354.2619
6113 13th Ave S, Seattle, WA 98108
tori@hoedemakerpfeiffer.com
John Sampson
509.551.6647 john@hoedemakerpfeiffer.com
Todd Hulbert
360.531.2374 todd@hulbertcc.com
Dave Pitkethly
206.369.0398 dave@hulbertcc.com
921084010, 921084011, 921084029, 1071400
4
See attached "Exhibit A"
10 Beach Dr, Nordland, WA 98358
See attached contact list
Apr 06 2021
Exhibit 1 - Page 18 of 80
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Seeking Conditional Use Permit. Improvements include updated interior finishes, lighting, fixtures, walls, and
floors. Additional bedrooms and bathrooms proposed in select cottages. Renovations to existing lodge building
including assembly space and commercial kitchen. New septic system. Landscape improvements. Additional
buildings to be proposed outside of shoreline buffer. Potential for glamping/camping capacity.
Apr 06 2021
Exhibit 1 - Page 19 of 80
G:\PermitCenter\%%%FORMS%%%\Land Use\Pre-App\pre-app conference form QR code.docx REV. 2/20/2020 Page 4
CONCEPTUAL DESIGN PLAN
Please submit (or attach) a site map that graphically shows the required conceptual design items listed on page 2.
*See attached Site Plan
Apr 06 2021
Exhibit 1 - Page 20 of 80
EXHIBIT "A"
Parcel1:
ThatportionofGovernmentLot3 inSection8,Township29 North,Range 1 East,W.M.,describedasfollows:
Beginningata pointwhichis990 feetSouthand 660 feetEastoftheNorthwestcornerofsaidGovernmentLot
3;
ThenceEast660 feettotheEastlineof saidGovernmentLot3;
ThenceSouthalongsaidEastline300 feet;
ThenceWest 660 feet;
ThenceNorth300 feettothePointofBeginning;
EXCEPT theSouth200 feetthereof.
Parcel2:
The South200 feetofthefollowingdescribedtract:
ThatportionofGovernmentLot 3 inSection8,Township29 North,Range 1 East,W.M.,describedasfollows:
Beginningata pointwhich is990 feetSouthand 660 feetEastoftheNorthwestcornerofsaidGovernmentLot
3;
ThenceEast660 feettotheEastlineofsaidGovernmentLot 3;
ThenceSouthalongsaidEastline300 feet;
ThenceWest 660 feet;
ThenceNorth300 feettothePointofBeginning.
Parcel3:
ThatportionofGovernmentLot 3 inSection8,Township29 North,Range 1 East,W.M.,describedasfollows:
Beginningata pointwhichis1,290feetSouthand 660 feetEastoftheNorthwestcornerofsaidGovernmentLot
3;
ThenceEast660 feettotheEastlineofsaidGovernmentLot3;
ThenceSouthalongsaidEastline400 feet,more or less,tothemeanderlineofOak Bay;
ThencealongsaidmeanderlineNorth53°West 150 feet;
ThenceNorth79°30'West 550 feet;
Thence,leavingsaidmeanderline,North215 feet,more orless,tothePointofBeginning;SaidTractbeing
designedon theCountyAssessorsPlatand DescriptionBook asTax No.10 ofsaidSection8;
EXCEPT theNorth300 feetthereof;
ALSO EXCEPTING THEREFROM therightofway forany countyroadoversaidpremises.
Parcel4:
Alltidelandsofthesecondclass,asconveyedby theStateofWashington,situateinfrontof,adjacentto,or
abuttingupontheWest 640 feetoftheEast660 feetofGovernmentLot3,Section8,Township29 North,Range
1 East,W.M.
AllSituateintheCountyofJefferson,Stateof Washington.
LPB 10-05(i-l)
Page2 of3
Apr 06 2021
Exhibit 1 - Page 21 of 80
HOEDEMAKER
PFEIFFER
Team Contact List
Project: Blake Lodge
10 Beach Drive, Nordland WA 98358
Owner: Andrew Nordstrom
(mailing address) 4014 Hunts Point Rd, Bellevue WA 98004
andrewlnordstrom@gmail.com
(206)650-3573
Architect/Designer: Hoedemaker Pfeiffer
6113 13th Ave S, Seattle WA 98108
(206)545-8434
Tim Pfeiffer
tim@hoedemakerpfeiffer.com
c. (917)415-9481
Tori Masterson
tori@hoedemakerpfeiffer.com
c. (206)354-2619
Missy Bucher
missy@hoedemakerpfeiffer.com
c. (310)498-1395
John Sampson
john@hoedemakerpfeiffer.com
c. (509)551-6647
Landscape Architect: Allworth Design
211 Taylor Street Suite 403A, Port Townsend WA 98368
(206)623-7396 or (360)344-2508
Randy Allworth
randy@allworthdesign.com
c. (206)595-2457
Brian Gregory
brian@allworthdesign.com
c. (206)719-8449
Contractor: Hulbert Custom Construction
Todd Hulbert
todd@hulbertcc.com
(360)531-2374
Dave Pitkethly
dave@hulbertcc.com
(206)369-0398
Apr 06 2021
Exhibit 1 - Page 22 of 80
OAK BAYB-9FF=19.9'DECK B-2FF=24.9'CONC.B-11FF=19.9'DECKESTUARYWOODS AND BRUSHWOODS AND BRUSHWOODS AND BRUSHESTUARYESTUARYBEACH RD.BARN(EARTH FLOOR)B-8
FF=21.
6'
DECK
B-5FF=15.7'DECKCARPORTB-3FF=21.7'DECKLODGEFF=26.8'DECKHOUSEFF=36.5'PORCHCARPORTB-8
FF=27.
3'
DECK
SHEDGRAVE
L
F
L
O
O
R
WOO
D
S
A
N
D
B
R
U
S
H
BOAT LAUNCH (CONC.)B-4FF=16.1'DECKCONC. PADSTEPSTEPCONC. PORCHEQUIP.FF=38.0'UTIL.FF=40.4'DECKGARAGEFF=26.7'GARAGEFF=36.4'MOBILEFF=36.4'GREENHOUSEDECKNSITE PLAN1
COVERED DRIVE PORT
COVERED DRIVE PORT
COVERED STORAGE
EXISTING 30' WOOD LOG DIVIDERS TYP.
NON PAVED
BEATEN PATH TYP.101'-10"180'-10"256'-0"99'-3"637'-11"300'-5"24'-8"
276'-9"101'-4"31'-5"98'-2"109'-9"578'-11"PROPERTY LINE
ORDINARY HIGH WATER LINE
VIEW SETBACK (AVG OF ADJ SIDES)
SHORELINE BUFFER
SETBACK
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
SURVEY NOTES
LEGEND
LEGAL DISCRIPTION
ASSESSOR'S PARCEL #921084010, 921084011,
921084029, 1071400. FOR PROPERTY DESCRIPTION SEE
"EXHIBIT A" OF THAT DEED FILED UNDER JEFFERSON
COUNTY AUDITOR'S FILE #641419.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1:500
A002
EXISTING
OVERALL
SITE PLAN
BA
CD
300'-0"
Apr 06 2021
Exhibit 1 - Page 23 of 80
Exhibit 1 - Page 24 of 80
Exhibit 1 - Page 25 of 80
Exhibit 1 - Page 26 of 80
Exhibit 1 - Page 27 of 80
Exhibit 1 - Page 28 of 80
OAK BAY40
40
40
40 4040
40
40
35 3535
3535
35 35353030 303030
3030
30
30
25 2525
25 25 25
25 2520202020
20
2020
2020
20151515
15 15151515 1515101010
10
1010101010101010101010105555555555B-6FF=19.9'DECK B-1FF=24.9'CONC.B-7FF=19.9'DECKESTUARYWOODS AND BRUSHWOODS AND BRUSHWOODS AND BRUSHESTUARYESTUARYBEACH RD.BARN(EARTH FLOOR)B-8
FF=21.6'
DECK
15B-4FF=15.7'DECKCARPORTB-2FF=21.7'DECKLODGEFF=26.8'DECKWELL HOUSEB-10FF=36.5'PORCHCARPORTB-9FF=27.3'DECK
SHEDGRAVEL
F
L
O
O
R
WOODS AND BRUSHFIR12FIR14BOAT LAUNCH (CONC.)B-3FF=16.1'DECKIRRIGATIONCONTROLVALVECONC. PADSTEPSTEPCONC. PORCHSS C/OWELL2 SEPTIC PORTSEQUIP.FF=38.0'UTIL.FF=40.4'DECKGARAGEFF=26.7'GARAGEFF=36.4'MOBILEFF=36.4'CONC.GRAVEL PATHGREENHOUSEDECKPPTELEPEDO/H ELEC.PPO/H ELEC.B-5FF=17.6'DECK
FF=17.5'
OHWM
OHWM
OHWMOHWMOHWM150'SHORELINE
BUFFER
150'SHORELINE
BUFFER 150'SHORELINEBUFFER150'SHORELINEBUFFER200'SHORELINE
BUFFER
200'SHORELINE
BUFFER 200'SHORELINEBUFFER200'SHORELINEBUFFERNSITE PLAN1
COVERED DRIVE PORT
COVERED DRIVE PORT
NON PAVED
BEATEN PATH TYP.101'-10"180'-10"256'-0"99'-3"637'-11"300'-5"24'-8"
276'-9"101'-4"31'-5"98'-2"109'-9"578'-11"PROPERTY LINE
ORDINARY HIGH WATER LINE
VIEW SETBACK (AVG OF ADJ SIDES)
SHORELINE BUFFER
SETBACK
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
SURVEY NOTES
LEGEND
LEGAL DISCRIPTION
ASSESSOR'S PARCEL #921084010, 921084011,
921084029, 1071400. FOR PROPERTY DESCRIPTION SEE
"EXHIBIT A" OF THAT DEED FILED UNDER JEFFERSON
COUNTY AUDITOR'S FILE #641419.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1:500
A002
EXISTING
OVERALL
SITE PLAN
BA
CD
300'-0"
Exhibit 1 - Page 29 of 80
40
40
40 4040
40
35
35
3535
30
3030
30
30
25 25
25 25
202020
20
2015B-6FF=19.9'DECKB-7FF=19.9'DECKBARN(EARTH FLOOR)B-8FF=21.6'
DECK B-10FF=36.5'PORCHCARPORTB-9FF=27.3'DECK
SHEDGRAVEL FL
O
O
R
WOODS AND BRUSHEQUIP.FF=38.0'UTIL.FF=40.4'DECKB-5FF=17.6'DECK
FF=17.5'
150'SHORELINE
BUFFER
150'SHORELINE
BUFFER200'SHORELINE
BUFFER
200'SHORELINE
BUFFER
NSITE PLAN - A1
PROPERTY LINE
ORDINARY HIGH WATER LINE
VIEW SETBACK (AVG OF ADJ SIDES)
SHORELINE BUFFER
SETBACK
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
1.UNDERGROUND UTILITIES WERE NOT LOCATED AS
PART OF THIS SURVEY
2.BUILDING SETBACK LINE SHOWN PER CITY OF
BAINBRIDGE ISLAND MUNICIPAL CODE 18.12.020
THESE SETBACKS CAN CHANGE DEPENDING ON
THE STRUCTURE PROPOSED
SURVEY NOTES
LEGEND
LEGAL DISCRIPTION
TRACT 9, WESTHAMPTON, AS PER PLAT RECORDED IN
VOLUME 7 OF PLATS, PAGE 39, RECORDS OF KITSAP
COUNTY, EXCEPT THAT PORTION OF THE SOUTH 110
FEET THEREOF LYING WESTERLY OF THE WESTERLY LINE
OF THE WEST 20 FEET OF SAID TRACT 9; TOGETHER
WITH TIDELANDS OF THE SECOND CLASS, AS CONVEYED
BY THE STATE OF WASHINGTON, SITUATE IN FRONT OF,
ADJACENT TO AND ABUTTING THEREON; AND
TOGETHER WITH THAT PORTION OF OYSTERLANDS
FRONTING THEREON LYING WITHIN FLETCHER BAY,
DESCRIBED IN DEED RECORDED IN VOLUME 399 OF
DEEDS, PAGE 326, RECORDS OF KITSAP COUNTY,
BEARING AUDITOR'S FILE NO. 419037, THE EASTERLY
BOUNDARY OF SAID OYSTERLANDS BEING A LINE
COMMENCING AT THE NORTHEAST CORNER OF SAID
TRACT 9 AND RUNNING NORTHEASTERLY TO A POINT
WHERE THE EASTERLY BOUNDARY LINE OF TRACT 8 OF
SAID PLAT EXTENDED NORTH 0'41'58" WEST INTERSECTS
THE NORTHERLY BOUNDARY OF SAID OYSTERLANDS.
SUBJECT TO ALL EASEMENTS, EXCEPTIONS AND
ENCUMBRANCES OF RECORD.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
4.HARDSCAPE PATIO LOCATIONS REFLECT
ACCURATE SIZE & LOCATION. FINAL SHAPE TO BE
DETERMINED PER LANDSCAPE ARCHITECT
5.REFER TO A004 FOR MITIGATION PLANTING
LOCATIONS & SOIL AMENDMENT LOCATIONS
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
2507 SF - EXISTING SFR (INCL. OVERHANGS)
1441 SF - (E) ACCESSORY BLDG (INCL. OVERHANGS)
1340 SF - (E) CARPORT AND COVERED WALKWAY
2630 SF - (E) DRIVEWAY AND BRICK TERRACE
3568 SF - (E) PATIOS, WALKWAYS, HARDSCAPE
2360 SF - (E) GRAVEL BEDS ALONG WEST SHORE
12905 SF TOTAL IMPERVIOUS SURFACE (NOTE THAT
AREAS ABOVE OVERLAP AND ARE
REDUNDANT)
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
BA
CD
1/16" = 1'-0"
A003
EXISTING
SITE PLAN - A
Exhibit 1 - Page 30 of 80
40
35
35 3535303030
30 2525
25 2520
2020
2015 15151515 1515101010105555B-1FF=24.9'CONC.B-8FF=21.6'DECK
15B-4FF=15.7'DECKCARPORTB-2FF=21.7'DECKLODGEFF=26.8'DECKWELL HOUSEB-10FF=36.5'PORCHCARPORTB-9FF=27.3'DECK
SHEDGRAVEL FL
O
O
R FIR12FIR14B-3FF=16.1'DECKIRRIGATIONCONTROLVALVECONC. PADSTEPSTEPCONC. PORCHSS C/OWELL2 SEPTIC PORTSGARAGEFF=26.7'GARAGEFF=36.4'MOBILEFF=36.4'CONC.GRAVEL PATHGREENHOUSEDECKO/H ELEC.PPO/H ELEC.B-5FF=17.6'DECK
FF=17.5'OHWM150'SHORELINE
BUFFER 150'SHORELINEBUFFER150'SHORELINEBUFFER200'SHORELINEBUFFER200'NSITE PLAN - B1
PROPERTY LINE
ORDINARY HIGH WATER LINE
VIEW SETBACK (AVG OF ADJ SIDES)
SHORELINE BUFFER
SETBACK
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
1.UNDERGROUND UTILITIES WERE NOT LOCATED AS
PART OF THIS SURVEY
2.BUILDING SETBACK LINE SHOWN PER CITY OF
BAINBRIDGE ISLAND MUNICIPAL CODE 18.12.020
THESE SETBACKS CAN CHANGE DEPENDING ON
THE STRUCTURE PROPOSED
SURVEY NOTES
LEGEND
LEGAL DISCRIPTION
TRACT 9, WESTHAMPTON, AS PER PLAT RECORDED IN
VOLUME 7 OF PLATS, PAGE 39, RECORDS OF KITSAP
COUNTY, EXCEPT THAT PORTION OF THE SOUTH 110
FEET THEREOF LYING WESTERLY OF THE WESTERLY LINE
OF THE WEST 20 FEET OF SAID TRACT 9; TOGETHER
WITH TIDELANDS OF THE SECOND CLASS, AS CONVEYED
BY THE STATE OF WASHINGTON, SITUATE IN FRONT OF,
ADJACENT TO AND ABUTTING THEREON; AND
TOGETHER WITH THAT PORTION OF OYSTERLANDS
FRONTING THEREON LYING WITHIN FLETCHER BAY,
DESCRIBED IN DEED RECORDED IN VOLUME 399 OF
DEEDS, PAGE 326, RECORDS OF KITSAP COUNTY,
BEARING AUDITOR'S FILE NO. 419037, THE EASTERLY
BOUNDARY OF SAID OYSTERLANDS BEING A LINE
COMMENCING AT THE NORTHEAST CORNER OF SAID
TRACT 9 AND RUNNING NORTHEASTERLY TO A POINT
WHERE THE EASTERLY BOUNDARY LINE OF TRACT 8 OF
SAID PLAT EXTENDED NORTH 0'41'58" WEST INTERSECTS
THE NORTHERLY BOUNDARY OF SAID OYSTERLANDS.
SUBJECT TO ALL EASEMENTS, EXCEPTIONS AND
ENCUMBRANCES OF RECORD.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
4.HARDSCAPE PATIO LOCATIONS REFLECT
ACCURATE SIZE & LOCATION. FINAL SHAPE TO BE
DETERMINED PER LANDSCAPE ARCHITECT
5.REFER TO A004 FOR MITIGATION PLANTING
LOCATIONS & SOIL AMENDMENT LOCATIONS
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
2507 SF - EXISTING SFR (INCL. OVERHANGS)
1441 SF - (E) ACCESSORY BLDG (INCL. OVERHANGS)
1340 SF - (E) CARPORT AND COVERED WALKWAY
2630 SF - (E) DRIVEWAY AND BRICK TERRACE
3568 SF - (E) PATIOS, WALKWAYS, HARDSCAPE
2360 SF - (E) GRAVEL BEDS ALONG WEST SHORE
12905 SF TOTAL IMPERVIOUS SURFACE (NOTE THAT
AREAS ABOVE OVERLAP AND ARE
REDUNDANT)
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
BA
CD
1/16" = 1'-0"
A004
EXISTING
SITE PLAN - B
Exhibit 1 - Page 31 of 80
OAK BAY15
1010101010101055555BOAT LAUNCH (CONC.)2 SEPTIC PORTSDECK
FF=17.5'OHWMOHWMNSITE PLAN - C1
PROPERTY LINE
ORDINARY HIGH WATER LINE
VIEW SETBACK (AVG OF ADJ SIDES)
SHORELINE BUFFER
SETBACK
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
1.UNDERGROUND UTILITIES WERE NOT LOCATED AS
PART OF THIS SURVEY
2.BUILDING SETBACK LINE SHOWN PER CITY OF
BAINBRIDGE ISLAND MUNICIPAL CODE 18.12.020
THESE SETBACKS CAN CHANGE DEPENDING ON
THE STRUCTURE PROPOSED
SURVEY NOTES
LEGEND
LEGAL DISCRIPTION
TRACT 9, WESTHAMPTON, AS PER PLAT RECORDED IN
VOLUME 7 OF PLATS, PAGE 39, RECORDS OF KITSAP
COUNTY, EXCEPT THAT PORTION OF THE SOUTH 110
FEET THEREOF LYING WESTERLY OF THE WESTERLY LINE
OF THE WEST 20 FEET OF SAID TRACT 9; TOGETHER
WITH TIDELANDS OF THE SECOND CLASS, AS CONVEYED
BY THE STATE OF WASHINGTON, SITUATE IN FRONT OF,
ADJACENT TO AND ABUTTING THEREON; AND
TOGETHER WITH THAT PORTION OF OYSTERLANDS
FRONTING THEREON LYING WITHIN FLETCHER BAY,
DESCRIBED IN DEED RECORDED IN VOLUME 399 OF
DEEDS, PAGE 326, RECORDS OF KITSAP COUNTY,
BEARING AUDITOR'S FILE NO. 419037, THE EASTERLY
BOUNDARY OF SAID OYSTERLANDS BEING A LINE
COMMENCING AT THE NORTHEAST CORNER OF SAID
TRACT 9 AND RUNNING NORTHEASTERLY TO A POINT
WHERE THE EASTERLY BOUNDARY LINE OF TRACT 8 OF
SAID PLAT EXTENDED NORTH 0'41'58" WEST INTERSECTS
THE NORTHERLY BOUNDARY OF SAID OYSTERLANDS.
SUBJECT TO ALL EASEMENTS, EXCEPTIONS AND
ENCUMBRANCES OF RECORD.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
4.HARDSCAPE PATIO LOCATIONS REFLECT
ACCURATE SIZE & LOCATION. FINAL SHAPE TO BE
DETERMINED PER LANDSCAPE ARCHITECT
5.REFER TO A004 FOR MITIGATION PLANTING
LOCATIONS & SOIL AMENDMENT LOCATIONS
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
2507 SF - EXISTING SFR (INCL. OVERHANGS)
1441 SF - (E) ACCESSORY BLDG (INCL. OVERHANGS)
1340 SF - (E) CARPORT AND COVERED WALKWAY
2630 SF - (E) DRIVEWAY AND BRICK TERRACE
3568 SF - (E) PATIOS, WALKWAYS, HARDSCAPE
2360 SF - (E) GRAVEL BEDS ALONG WEST SHORE
12905 SF TOTAL IMPERVIOUS SURFACE (NOTE THAT
AREAS ABOVE OVERLAP AND ARE
REDUNDANT)
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
BA
CD
1/16" = 1'-0"
A005
EXISTING
SITE PLAN - C
Exhibit 1 - Page 32 of 80
1515
15
101010
10
10ESTUARYWOODS AND BRUSHWOODS AND BRUSHWOODS AND BRUSHESTUARYESTUARYDECK
FF=17.5'
OHWM
OHWM
OHWM150'SHORELINE
BUFFER
NSITE PLAN - D
1/16" = 1'-0"1
PROPERTY LINE
ORDINARY HIGH WATER LINE
VIEW SETBACK (AVG OF ADJ SIDES)
SHORELINE BUFFER
SETBACK
GRAVEL
CONCRETE PAVING
ROCK
BRICK PAVING
ASPHALT PAVING
WATER SUPPLY LINE
ELECTRICAL POWER
GAS SUPPLY LINE
TREE
1.UNDERGROUND UTILITIES WERE NOT LOCATED AS
PART OF THIS SURVEY
2.BUILDING SETBACK LINE SHOWN PER CITY OF
BAINBRIDGE ISLAND MUNICIPAL CODE 18.12.020
THESE SETBACKS CAN CHANGE DEPENDING ON
THE STRUCTURE PROPOSED
SURVEY NOTES
LEGEND
LEGAL DISCRIPTION
TRACT 9, WESTHAMPTON, AS PER PLAT RECORDED IN
VOLUME 7 OF PLATS, PAGE 39, RECORDS OF KITSAP
COUNTY, EXCEPT THAT PORTION OF THE SOUTH 110
FEET THEREOF LYING WESTERLY OF THE WESTERLY LINE
OF THE WEST 20 FEET OF SAID TRACT 9; TOGETHER
WITH TIDELANDS OF THE SECOND CLASS, AS CONVEYED
BY THE STATE OF WASHINGTON, SITUATE IN FRONT OF,
ADJACENT TO AND ABUTTING THEREON; AND
TOGETHER WITH THAT PORTION OF OYSTERLANDS
FRONTING THEREON LYING WITHIN FLETCHER BAY,
DESCRIBED IN DEED RECORDED IN VOLUME 399 OF
DEEDS, PAGE 326, RECORDS OF KITSAP COUNTY,
BEARING AUDITOR'S FILE NO. 419037, THE EASTERLY
BOUNDARY OF SAID OYSTERLANDS BEING A LINE
COMMENCING AT THE NORTHEAST CORNER OF SAID
TRACT 9 AND RUNNING NORTHEASTERLY TO A POINT
WHERE THE EASTERLY BOUNDARY LINE OF TRACT 8 OF
SAID PLAT EXTENDED NORTH 0'41'58" WEST INTERSECTS
THE NORTHERLY BOUNDARY OF SAID OYSTERLANDS.
SUBJECT TO ALL EASEMENTS, EXCEPTIONS AND
ENCUMBRANCES OF RECORD.
1.REFER TO HABITAT MAINTENANCE PLAN FOR
SITE-SPECIFIC ANALYSIS & NO NET LOSS
MITIGATION STRATEGIES
2.REFER TO CIVIL DRAWINGS FOR GRADING &
DRAINAGE INFORMATION
3.REFER TO STORM DRAINAGE REPORT FOR
TEMPORARY EROSION & SEDIMENT CONTROL
STRATEGIES
4.HARDSCAPE PATIO LOCATIONS REFLECT
ACCURATE SIZE & LOCATION. FINAL SHAPE TO BE
DETERMINED PER LANDSCAPE ARCHITECT
5.REFER TO A004 FOR MITIGATION PLANTING
LOCATIONS & SOIL AMENDMENT LOCATIONS
GENERAL NOTES
IMPERVIOUS SURFACES AND DRAINAGE
REFER TO DRAINAGE REPORT FOR ADDITIONAL
IMPERVIOUS SURFACE INFORMATION.
2507 SF - EXISTING SFR (INCL. OVERHANGS)
1441 SF - (E) ACCESSORY BLDG (INCL. OVERHANGS)
1340 SF - (E) CARPORT AND COVERED WALKWAY
2630 SF - (E) DRIVEWAY AND BRICK TERRACE
3568 SF - (E) PATIOS, WALKWAYS, HARDSCAPE
2360 SF - (E) GRAVEL BEDS ALONG WEST SHORE
12905 SF TOTAL IMPERVIOUS SURFACE (NOTE THAT
AREAS ABOVE OVERLAP AND ARE
REDUNDANT)
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
BA
CD
1/16" = 1'-0"
A006
EXISTING
SITE PLAN - d
Exhibit 1 - Page 33 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A1.01
CABIN 01
FLOOR
PLANS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
LEGEND
KEY PLAN
N
N N
N N
A1.03
1
A1.032
A1.033
A1.03 64
5
A1.03
7
01-601-5
01-4
01-3
01-1
01-2
MAIN
01.1
(E) BEDROOM
01.4
(N) BATH
01.3
(E) BATH
01.2
01-8
(E) BEDROOM
01.6(E) BEDROOM
01.7
01-7
(E) HALL
01.5
01-A
01-C
01-B
01-D
2'-6"43 4"
2'-2"
REPLACE ALL WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
P-X
P-X
P-X
P-X
P-X
#1
3'-7"4'-5"3'-3"5'-5"2'-8"2'-1"3'-1012"5'-0"1'-2"41 2"2'-6"2'-712"Exhibit 1 - Page 34 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/4" = 1'-0"
A1.02
CABIN 01
ELEVATIONS
& DETAILS
BUILDING ELEVATION - SOUTH3 BUILDING ELEVATION - EAST1
BUILDING ELEVATION - NORTH4 BUILDING ELEVATION - WEST2
(E) DOOR TO BE INFILLED
(N) ENTRY DOOR
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
Exhibit 1 - Page 35 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
ELEVATION X1
1/2" = 1'-0"
A1.03
CABIN 01
ELEVATIONS
& DETAILS
ELEVATION X4
ELEVATION X5ELEVATION X6
ELEVATION X1
ELEVATION X2ELEVATION X3
P-X
T-X
P-XP-X
P-X
Exhibit 1 - Page 36 of 80
E.P.
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A2.01
CABIN 02
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUIDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N N
A2.01 4
3
A2.011
2
MAIN
02.1
(N) BATH
02.2
(E) BEDROOM
02.3
02-1
02-4
02-5
02-3
02-2
02-A
02-C02-B
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"2
BUILDING ELEVATION - NORTH
1/4" = 1'-0"1
BUILDING ELEVATION - WEST
1/4" = 1'-0"4
BUILDING ELEVATION - EAST
1/4" = 1'-0"3
2'-0"21 2"2'-238"REPLACE ALL WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
P-X
P-X
P-X
#2
ENTRY
02.4
(E) DECK
(N) ENTRY PORCH
(N) ENTRY PORCH
2'-31 2"2'-8"4"6"2'-8"3'-812"3'-0"10'-21 2"
Exhibit 1 - Page 37 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A2.02
CABIN 02
ELEVATIONS
& DETAILS
ELEVATION X
1/2" = 1'-0"4
ELEVATION X
1/2" = 1'-0"1
ELEVATION X
1/2" = 1'-0"3
ELEVATION X
1/2" = 1'-0"2
P-X
T-X
P-X
T-X
P-X
Exhibit 1 - Page 38 of 80
E.P.2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A3.01
CABIN 03
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
NNNNA3.024
5
A3.02
1
7
A3.02
3
A3.02
2
A3.02
6
MAIN
03.2
KITCHEN
03.3
(N) BEDROOM
03.5
(N) BATH
03.6
(N) SLEEPING PORCH
03.1
(E) BEDROOM
03.7
(E) BATH
03.4
03-1
03-3
03-4
03-5
03-8
03-7
03-B
03-A
03-F
03-E
03-D03-C
03-H
03-G
03-6
03-2
REPLACE ALL WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES2'-0"5'-2"2'-8"12'-0"DEMO (E) ENTRY PORCH + ENCLOSURE
REPLACE ALL WINDOWS, TYP.
REMOVE (E) STOVE + FLUE
P-X
P-X
P-X
P-X P-X
#3
ATTIC
(E) DECK (E) DECK
(N) ENTRY PORCH
4'-51 2"4'-0"4'-91 2"412"2'-4"2'-51 2"10'-3"3'-3"
3'-11 2"
2'-0"5'-2"
6'-5"
DEMO (E) GYP CEILING
2'-6"2'-4"2'-10"3'-412"2'-612"2'-5"2'-6"3'-4"4"17'-0"Exhibit 1 - Page 39 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
BUILDING ELEVATION - NORTH4 BUILDING ELEVATION - EAST2
1/4" = 1'-0"
A3.02
CABIN 03
ELEVATIONSBUILDING ELEVATION - SOUTH3 BUILDING ELEVATION - WEST1
(N) ENTRY PORCH
(E) DOOR TO BE INFILLED, ENTRY
STAIRS TO BE REMOVED
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUIDING MASSING/ENVELOPE TO REMAIN, UNO.
Exhibit 1 - Page 40 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
ELEVATION X1
1/2" = 1'-0"
A3.03
CABIN 03
ELEVATIONS
& DETAILS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
ELEVATION X2
ELEVATION X5 ELEVATION X4
ELEVATION X6
ELEVATION X7
ELEVATION X3
P-X
T-X
P-X
P-X
T-X
Exhibit 1 - Page 41 of 80
E.P.
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A4.01
CABIN 04
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
NN
A4.02
6
A4.02
5
A4.024
A4.022
1
3
MAIN
04.3
BEDROOM
04.6
BEDROOM
04.5
BATH
04.4
SLEEPING PORCH
04.1
BATH
04.7
04.5
04.4
04.3 04.7 04.6
04.204.1
04-C 04-D
04-E
04-F
04-G04-H04-I04-J04-K
04-L
04-M
04-A
04-B
BUILDING ELEVATION - WEST
1/4" = 1'-0"2
BUILDING ELEVATION - EAST
1/4" = 1'-0"1
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"4
BUILDING ELEVATION - NORTH
1/4" = 1'-0"3
REPLACE ALL
WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
5'-9 3 4 "
8"
14'-2"
1'-3"
4'-5"2'-8"
REMOVE (E) STOVE
P-X
P-X
P-X
P-X P-X
#5
(N) ENTRY
04.26'-1134"11'-91 4"578"3'-0"2'-818"11'-5"
3'-0"
7'-11"
10'-53 4"3'-6"4"2'-6"1'-6"2'-818"3'-0"8'-101 2"3'-0"1'-6"5'-63 8"4'-0"10'-0"2'-43 8"2'-612"5'-1112"Exhibit 1 - Page 42 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A4.02
CABIN 04
ELEVATIONS
& DETAILS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
ELEVATION X1ELEVATION X2
ELEVATION X3
ELEVATION X
1/2" = 1'-0"5ELEVATION X
1/2" = 1'-0"6
ELEVATION X
1/2" = 1'-0"4
P-X
T-X
P-X
T-X
P-X
P-X
Exhibit 1 - Page 43 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A5.01
CABIN 05
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N N
A5.02 32
1
A5.02 4
A5.02 5
MAIN
05.1
(N) BEDROOM
05.2
(R) BATH
05.3
05.3
05.4
05.1
05.2
05-H
05-G
05-F05-E05-D
05-B
05-C
05-A
BUILDING ELEVATION - NORTH
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"1
BUILDING ELEVATION - WEST
1/4" = 1'-0"4
BUILDING ELEVATION - EAST
1/4" = 1'-0"3
REPLACE ALL WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
P-X
P-X
P-X
#5
(R) BATH
05.3
(N) ENTRY PORCH
12'-41 4"12'-518"3'-13 8"
3'-10"3'-4"
7'-111 4"5'-6"3'-918"Exhibit 1 - Page 44 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A5.02
CABIN 05
ELEVATIONS
ELEVATION X
1/2" = 1'-0"3ELEVATION X
1/2" = 1'-0"5 ELEVATION X
1/2" = 1'-0"4
ELEVATION X
1/2" = 1'-0"1ELEVATION X
1/2" = 1'-0"2
P-X
T-X
P-X P-X
Exhibit 1 - Page 45 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A6.01
CABIN 06
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
NNNA6.032
3
1
A6.025
4
A6.02
7
8
A9.022
1
A6.023
A6.02 6
MAIN
06.1
(R) BEDROOM
06.2 (E) BEDROOM
06.6
(N) BEDROOM
06.5
(E) BATH
06.4
(N) BATH
06.3
06.1
06.4 06.5
06.6
06.2
06.3
06.5A
06.4A06.1A
06.3A
06.2A
06.806.7 06.9
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
REPLACE ALL
WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
6"5'-3"1'-212"2'-6"6"
REMOVE (E) STOVE REMOVE (E) STOVE
P-XP-X
P-X
P-X
P-X
#6
(E) DECK
(E) DOOR TO BE INFILLED;
(E) ENTRY PORCH TO BE
REMOVED5'-9"5'-83 8"3'-23 4"2'-6"12'-11"9'-812"8'-3"912"2'-6"514"1'-93 4"7'-113 4"2'-21 2"1'-81 8"10'-67 8"8"3'-0"2'-1"2'-21 2"7'-113 4"1'-93 4"
Exhibit 1 - Page 46 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A6.02
CABIN 06
ELEVATIONS
& DETAILS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
ELEVATION X
1/2" = 1'-0"1ELEVATION X
1/2" = 1'-0"2ELEVATION X
1/2" = 1'-0"3
ELEVATION X
1/2" = 1'-0"5ELEVATION X
1/2" = 1'-0"6
ELEVATION X
1/2" = 1'-0"7ELEVATION X
1/2" = 1'-0"8
ELEVATION X
1/2" = 1'-0"4
P-X
T-X
P-X
P-X
P-X
P-X
P-X
T-X
Exhibit 1 - Page 47 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A6.03
CABIN 06
ELEVATIONS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
ELEVATION X
1/2" = 1'-0"1
ELEVATION X
1/2" = 1'-0"3 ELEVATION X
1/2" = 1'-0"2
P-X
Exhibit 1 - Page 48 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A7.01
CABIN 07
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
SDCM
DR
WND
KEY PLAN
N
A7.02 42
3
1
A7.02 31
2
MAIN
07.1
(N) BATH
07.2
07.1
07.2
07-A
07-B
07-C
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
REPLACE ALL
WINDOWS, TYP.
REMOVE (E)
STOVE
P-X
P-X
P-X
#7NN(E) DECK4'-8"3'-1"7"2'-812"712"2'-1"7'-8"2'-21 2"
Exhibit 1 - Page 49 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
SDCM
DR
WND
1/2" = 1'-0"
A7.02
CABIN 07
ELEVATIONS
ELEVATION X
1/2" = 1'-0"1ELEVATION X
1/2" = 1'-0"2ELEVATION X
1/2" = 1'-0"3
ELEVATION X
1/2" = 1'-0"4ELEVATION X
1/2" = 1'-0"5ELEVATION X
1/2" = 1'-0"6ELEVATION X
1/2" = 1'-0"7
P-X
T-X
T-XP-X
P-X
Exhibit 1 - Page 50 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A8.01
CABIN 08
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
NNNA8.02 13
4
2
A8.026
5
08.1
08.2
08-D
08-C
08-B 08-A
MAIN
08.1
BATH
08.2
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
REPLACE ALL
WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
P-X
P-XP-X
#8
(E) STORAGE
(N) DECK5'-112"2'-338"Exhibit 1 - Page 51 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A8.02
CABIN 08
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
ELEVATION X
1/2" = 1'-0"1ELEVATION X
1/2" = 1'-0"2
ELEVATION X
1/2" = 1'-0"5 ELEVATION X
1/2" = 1'-0"3ELEVATION X
1/2" = 1'-0"4ELEVATION X
1/2" = 1'-0"6
P-X
T-XT-X
P-X P-X
P-X
P-X
Exhibit 1 - Page 52 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A9.01
CABIN 09
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
NNNA9.02 13
4
2
A9.026
5
MAIN
09.1
(R) BATH
09.2
09.1
09.2 09-E
09-D
09-C
09-B 09-A
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
REPLACE ALL
WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
P-X
P-XP-X
#9
(N) DECK5'-158"Exhibit 1 - Page 53 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A9.02
CABIN 09
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
ELEVATION X
1/2" = 1'-0"1ELEVATION X
1/2" = 1'-0"2
ELEVATION X
1/2" = 1'-0"5 ELEVATION X
1/2" = 1'-0"3ELEVATION X
1/2" = 1'-0"4ELEVATION X
1/2" = 1'-0"6
P-X
T-XT-X
P-X P-X
P-X
P-X
Exhibit 1 - Page 54 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A10.01
CABIN 10
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N
N N
N
A10.03 42
1
3
A10.03 6
5
7
MAIN
10.1
(E) BEDROOM
10.2
(R) BATH
10.3
(E) BEDROOM
10.4
(R) BATH
10.5
10-1
10-3
10-2
10-5
10-4
10-7
10-I
10-H
10-G 10-F
10-J 10-K
10-A10-B
10-E
10-D10-C
10-6
REPLACE ALL WINDOWS, TYP.
REMOVE FLUE
REPLACE ALL WINDOWS, TYP.
DEMO ALL (E)
FIXTUERS + FINISHES
DEMO ALL (E)
FIXTUERS + FINISHES
P-X
P-X
P-X
P-X
P-X
P-X
#10
3'-5"
4'-3"
5'-2"
5'-11"
5'-3"
5'-0"
6'-8"
(E) DECK
5'-0"
2'-11"4'-0"71 2"1012"2'-4"3'-5"2'-8"5'-41 2"2'-81 2"2'-61 2"2'-6"4'-212"8'-0"2'-1114"1'-1"
2'-8"5'-612"3'-6"2'-0"4'-0"
1'-4"2'-6"1'-8"
3'-0"
2'-101 2"2'-0"2'-4"1012"Exhibit 1 - Page 55 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/4" = 1'-0"
A10.02
CABIN 10
ELEVATIONS
& DETAILS
BUILDING ELEVATION - EAST2BUILDING ELEVATION - NORTH4
BUILDING ELEVATION - WEST1BUILDING ELEVATION - SOUTH3
(N) EXTERIOR SHOWER
(N) EXTERIOR SHOWER
Exhibit 1 - Page 56 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
ELEVATION X1
1/2" = 1'-0"
A10.03
CABIN 10
ELEVATIONS
& DETAILS
ELEVATION X2
ELEVATION X3ELEVATION X4
ELEVATION X5ELEVATION X6ELEVATION X7
P-X
T-X T-X
T-X
Exhibit 1 - Page 57 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 2 DEMO PLAN2
1/4" = 1'-0"
A12.01
LODGE LEVEL
02 FLOOR
PLANS
PROPOSED LEVEL 2 PLAN1
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
SDCM
DR
WND
KEY PLAN
N
A12.02 57
4
6
A12.022
3
1
MAIN
12.01
KITCHEN
12.02 12.2
12.1
12.3
12.4
12.5
12-B
12-A
12-E12-D
12-C
REPLACE ALL
WINDOWS, TYP.
LODGEN
N13'-111 2"28'-1012"12'-0"3'-712"6"3'-0"6"5"3'-0"Exhibit 1 - Page 58 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/4" = 1'-0"
A12.03
LODGE LEVEL
02
ELEVATIONS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4
BUILDING ELEVATION - WEST
1/4" = 1'-0"1
BUILDING ELEVATION - EAST
1/4" = 1'-0"2
Exhibit 1 - Page 59 of 80
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
1/2" = 1'-0"
A12.02
LODGE LEVEL
02
ELEVATIONS
ELEVATION X
1/2" = 1'-0"1
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
ELEVATION X
1/2" = 1'-0"2ELEVATION X
1/2" = 1'-0"3
ELEVATION X
1/2" = 1'-0"4ELEVATION X
1/2" = 1'-0"5
ELEVATION X
1/2" = 1'-0"6ELEVATION X
1/2" = 1'-0"7
Exhibit 1 - Page 60 of 80
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
HOEDEMAKER
ISSUE DATEBLAKE LODGEPFEIFFER
10 BEACH DRIVENORDLAND, WA.98358This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
AS INDICATED
A13.01
PENTHOUSE
FLOOR PLAN
LEVEL 2 DEMO PLAN
1/4" = 1'-0"2 PROPOSED LEVEL 2 FLOOR PLAN
1/4" = 1'-0"1
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
SDCM
DR
WND
KEY PLAN
N
ELEVATION X
1/2" = 1'-0"1ELEVATION X
1/2" = 1'-0"2
ELEVATION X
1/2" = 1'-0"3ELEVATION X
1/2" = 1'-0"4ELEVATION X
1/2" = 1'-0"5
A13.01 42
3
1
A13.01
5
MAIN
13.1
(N) BEDROOM
13.2
(N) BATH
13.3
13.1-1
13.1-2
13.1-3
13.1-4
13.3-1
13.1A13.1B13.1C
13.1D
13.1E
13.1F 13.3A
16'-3"
5'-31 8"8'-1"10'-6"4"Exhibit 1 - Page 61 of 80
MARROWSTONE INN
NORDLAND, WA
PRE APP MEETING
MAY 12, 2021
Exhibit 1 - Page 62 of 80
MARROWSTONE INN 2
HOEDEMAKER
PFEIFFER
GLAMPING
GLAMPING
What are the limitations with Glamping on the prop-
erty and does adding the temporary structures
fall under Jefferson County Code sections dealing
with nonconforming uses and structures (JCC
18.20.260)
a. There are both non conforming uses and structures
– Section 3 of JCC 18.20.260 applies to
the subject property
b. If the use and/or the structures are expanded, does
a UDC Type permit approval allow for
the type of expansion requested?
c. Can platforms be built to allow for seasonal glamp-
ing tents?
Total Property is ~11.5 Acres including deeded tidelands
Exhibit 1 - Page 63 of 80
MARROWSTONE INN 3
HOEDEMAKER
PFEIFFER
ADDITIONS - WATERWARD WITHIN 150’ BUFFER
CABIN 2
E.P.
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A2.01
CABIN 02
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUIDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N N
A2.01 4
3
A2.011
2
MAIN
02.1
(N) BATH
02.2
(E) BEDROOM
02.3
02-1
02-4
02-5
02-3
02-2
02-A
02-C02-B
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"2
BUILDING ELEVATION - NORTH
1/4" = 1'-0"1
BUILDING ELEVATION - WEST
1/4" = 1'-0"4
BUILDING ELEVATION - EAST
1/4" = 1'-0"3
21 2"
P-X
P-X
P-X
ENTRY
02.4
2'-31 2"2'-8"4"6"2'-8"3'-812"3'-0"10'-21 2"
E.P.
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A2.01
CABIN 02
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUIDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N N
A2.01 4
3
A2.011
2
MAIN
02.1
(N) BATH
02.2
(E) BEDROOM
02.3
02-1
02-4
02-5
02-3
02-2
02-A
02-C02-B
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"2
BUILDING ELEVATION - NORTH
1/4" = 1'-0"1
BUILDING ELEVATION - WEST
1/4" = 1'-0"4
BUILDING ELEVATION - EAST
1/4" = 1'-0"3
21 2"
P-X
P-X
P-X
ENTRY
02.4
2'-31 2"2'-8"4"6"2'-8"3'-812"3'-0"10'-21 2"
ENTRY PUSHED TOWARDS WATER
RESTRICTIONS/PROCESS FOR WATERWAR EXPANSION
Moving entry locations
Expanding decks
Exhibit 1 - Page 64 of 80
MARROWSTONE INN 4
HOEDEMAKER
PFEIFFER E.P.2x WALL CONSTRUCTIONMASONRY WALL CONSTRCUTIONSMOKE/CO2 DETECTOREXHAUST FANWINDOW TAG
DOOR TAG
6113 13th Avenue South,Seattle, Washington 98108206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A3.01
CABIN 03
FLOOR
PLANS
LEGENDGENERAL NOTES1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONSSHOWN.2.CONTACT ARCHITECT FOR ANY MISSINGDIMENSIONS OR INFORMATION3.ALL DIMENSIONS ARE TO FACE OF FRAMING,UNLESS NOTED OTHERWISE4.ROUGH CARPENTER TO COORDINATE FRAMINGLAYOUT WITH LIGHTING, PLUMBING &MECHANICAL PLANS. INFORM ARCHITECT OF ANYDISCREPANCIES5. SEE A800-A802 WINDOW & DOOR SCHEDULESFOR UNIT SIZES6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &LEGEND7.REFER TO A001 FOR DETAILED PROJECT NOTES &BEST PRACTICES8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.SDCM
DR
WND
KEY PLAN
N
NNNNA3.024
5
A3.02
1
7
A3.02
3
A3.02
2
A3.02
6
MAIN
03.2
KITCHEN
03.3
(N) BEDROOM
03.5
(N) BATH
03.6
(N) SLEEPING PORCH
03.1
(E) BEDROOM03.7
(E) BATH
03.4
03-1
03-3
03-4
03-5
03-8
03-7
03-B
03-A
03-F
03-E
03-D03-C
03-H 03-G
03-6
03-2
5'-2"2'-8"12'-0"P-X
P-X
P-X
P-X P-X
ATTIC
4'-51 2"4'-0"4'-912"412"2'-4"2'-51 2"10'-3"3'-3"3'-11 2"
2'-0"5'-2"
6'-5"
2'-6"2'-4"2'-10"3'-412"2'-612"2'-5"2'-6"3'-4"4"17'-0"E.P.2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A3.01
CABIN 03
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
NNNNA3.024
5
A3.02
1
7
A3.02
3
A3.02
2
A3.02
6
MAIN
03.2
KITCHEN
03.3
(N) BEDROOM
03.5
(N) BATH
03.6
(N) SLEEPING PORCH
03.1
(E) BEDROOM
03.7
(E) BATH
03.4
03-1
03-3
03-4
03-5
03-8
03-7
03-B
03-A
03-F
03-E
03-D03-C
03-H
03-G
03-6
03-2
5'-2"2'-8"12'-0"P-X
P-X
P-X
P-X P-X
ATTIC
4'-51 2"4'-0"4'-91 2"412"2'-4"2'-51 2"10'-3"3'-3"3'-11 2"
2'-0"5'-2"
6'-5"
2'-6"2'-4"2'-10"3'-412"2'-612"2'-5"2'-6"3'-4"4"17'-0"ADDITIONS - WATERWARD WITHIN 150’ BUFFER
CABIN 3
ENTRY MOVED LATERALLY TO NEW
LOCATION
RESTRICTIONS/PROCESS FOR WATERWAR EXPANSION
Moving entry locations
Expanding decks
Exhibit 1 - Page 65 of 80
MARROWSTONE INN 5
HOEDEMAKER
PFEIFFER
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A5.01
CABIN 05
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N N
A5.02 32
1
A5.02 4
A5.02 5
MAIN
05.1
(N) BEDROOM
05.2
(R) BATH
05.3
05.3
05.4
05.1
05.2
05-H
05-G
05-F05-E05-D
05-B
05-C
05-A
BUILDING ELEVATION - NORTH
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"1
BUILDING ELEVATION - WEST
1/4" = 1'-0"4
BUILDING ELEVATION - EAST
1/4" = 1'-0"3
P-X
P-X
P-X
(R) BATH
05.3
12'-41 4"12'-518"3'-13 8"
3'-10"3'-4"
7'-111 4"5'-6"3'-918"2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A5.01
CABIN 05
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N N
A5.02 32
1
A5.02 4
A5.02 5
MAIN
05.1
(N) BEDROOM
05.2
(R) BATH
05.3
05.3
05.4
05.1
05.2
05-H
05-G
05-F05-E05-D
05-B
05-C
05-A
BUILDING ELEVATION - NORTH
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"1
BUILDING ELEVATION - WEST
1/4" = 1'-0"4
BUILDING ELEVATION - EAST
1/4" = 1'-0"3
P-X
P-X
P-X
(R) BATH
05.3
12'-41 4"12'-518"3'-13 8"
3'-10"3'-4"
7'-111 4"5'-6"3'-918"ADDITIONS - WATERWARD WITHIN 150’ BUFFER
CABIN 5
ENTRY PUSHED TOWARDS WATER
RESTRICTIONS/PROCESS FOR WATERWAR EXPANSION
Moving entry locations
Expanding decks
Exhibit 1 - Page 66 of 80
MARROWSTONE INN 6
HOEDEMAKER
PFEIFFER 2x WALL CONSTRUCTIONMASONRY WALL CONSTRCUTIONSMOKE/CO2 DETECTOREXHAUST FANWINDOW TAGDOOR TAG6113 13th Avenue South,Seattle, Washington 98108206 545 8434NOT FOR CONSTRUCTIONThis document contains informationproprietary to Hoedemaker Pfeiffer, LLC andis furnished in confidence for the limitedpurpose of evaluation, bidding, or review. Thisdocument or its contents may not be used forany other purpose and may not bereproduced or disclosed to others without thepre-written consent of Hoedemaker Pfeiffer,LLC. All rights reserved. Copyright 2019.LEVEL 2 DEMO PLAN21/4" = 1'-0" A12.01LODGE LEVEL02 FLOORPLANSPROPOSED LEVEL 2 PLAN1LEGENDGENERAL NOTES1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONSSHOWN.2.CONTACT ARCHITECT FOR ANY MISSINGDIMENSIONS OR INFORMATION3.ALL DIMENSIONS ARE TO FACE OF FRAMING,UNLESS NOTED OTHERWISE4.ROUGH CARPENTER TO COORDINATE FRAMINGLAYOUT WITH LIGHTING, PLUMBING &MECHANICAL PLANS. INFORM ARCHITECT OF ANYDISCREPANCIES5. SEE A800-A802 WINDOW & DOOR SCHEDULESFOR UNIT SIZES6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &LEGEND7.REFER TO A001 FOR DETAILED PROJECT NOTES &BEST PRACTICESSDCMDRWNDKEY PLANNA12.025746A12.02231MAIN12.01KITCHEN12.0212.212.112.312.412.512-B12-A12-E12-D12-CN
N 13'-1112"28'-1012"12'-0"3'-712"6"3'-0"6"5"3'-0"2x WALL CONSTRUCTIONMASONRY WALL CONSTRCUTIONSMOKE/CO2 DETECTOREXHAUST FANWINDOW TAGDOOR TAG6113 13th Avenue South,Seattle, Washington 98108206 545 8434NOT FOR CONSTRUCTIONThis document contains informationproprietary to Hoedemaker Pfeiffer, LLC andis furnished in confidence for the limitedpurpose of evaluation, bidding, or review. Thisdocument or its contents may not be used forany other purpose and may not bereproduced or disclosed to others without thepre-written consent of Hoedemaker Pfeiffer,LLC. All rights reserved. Copyright 2019.LEVEL 2 DEMO PLAN21/4" = 1'-0" A12.01LODGE LEVEL02 FLOORPLANSPROPOSED LEVEL 2 PLAN1LEGENDGENERAL NOTES1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONSSHOWN.2.CONTACT ARCHITECT FOR ANY MISSINGDIMENSIONS OR INFORMATION3.ALL DIMENSIONS ARE TO FACE OF FRAMING,UNLESS NOTED OTHERWISE4.ROUGH CARPENTER TO COORDINATE FRAMINGLAYOUT WITH LIGHTING, PLUMBING &MECHANICAL PLANS. INFORM ARCHITECT OF ANYDISCREPANCIES5. SEE A800-A802 WINDOW & DOOR SCHEDULESFOR UNIT SIZES6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &LEGEND7.REFER TO A001 FOR DETAILED PROJECT NOTES &BEST PRACTICESSDCMDRWNDKEY PLANNA12.025746A12.02231MAIN12.01KITCHEN12.0212.212.112.312.412.512-B12-A12-E12-D12-CN
N
13'-1112"28'-1012"12'-0"3'-712"6"3'-0"6"5"3'-0"ADDITIONS - WATERWARD OUTISDE 150’ BUFFER
LODGE
NEW STAIRCASE WATERWARD
RESTRICTIONS/PROCESS FOR WATERWAR EXPANSION
Moving entry locations
Expanding decks
Exhibit 1 - Page 67 of 80
MARROWSTONE INN 7
HOEDEMAKER
PFEIFFER
TRIGGERS FOR CODE UPGRADES
What triggers updates to conform to current code?
- Door clearances
- Height clearances
E.P.2x WALL CONSTRUCTIONMASONRY WALL CONSTRCUTIONSMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,Seattle, Washington 98108206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A3.01
CABIN 03
FLOOR
PLANS
LEGENDGENERAL NOTES1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONSSHOWN.2.CONTACT ARCHITECT FOR ANY MISSINGDIMENSIONS OR INFORMATION3.ALL DIMENSIONS ARE TO FACE OF FRAMING,UNLESS NOTED OTHERWISE4.ROUGH CARPENTER TO COORDINATE FRAMINGLAYOUT WITH LIGHTING, PLUMBING &MECHANICAL PLANS. INFORM ARCHITECT OF ANYDISCREPANCIES5. SEE A800-A802 WINDOW & DOOR SCHEDULESFOR UNIT SIZES6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &LEGEND7.REFER TO A001 FOR DETAILED PROJECT NOTES &BEST PRACTICES8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.SDCM
DR
WND
KEY PLAN
N
NNNNA3.024
5
A3.02
1
7
A3.02
3
A3.02
2
A3.02
6
MAIN
03.2
KITCHEN
03.3
(N) BEDROOM
03.5
(N) BATH
03.6
(N) SLEEPING PORCH
03.1
(E) BEDROOM03.7
(E) BATH
03.4
03-1
03-3
03-4
03-5
03-8
03-7
03-B
03-A
03-F
03-E
03-D03-C
03-H 03-G
03-6
03-2
5'-2"2'-8"12'-0"P-X
P-X
P-X
P-X P-X
ATTIC
4'-51 2"4'-0"4'-91 2"412"2'-4"2'-51 2"10'-3"3'-3"3'-11 2"
2'-0"5'-2"
6'-5"
2'-6"2'-4"2'-10"3'-412"2'-612"2'-5"2'-6"3'-4"4"17'-0"E.P.2x WALL CONSTRUCTIONMASONRY WALL CONSTRCUTIONSMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,Seattle, Washington 98108206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A3.01
CABIN 03
FLOOR
PLANS
LEGENDGENERAL NOTES1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONSSHOWN.2.CONTACT ARCHITECT FOR ANY MISSINGDIMENSIONS OR INFORMATION3.ALL DIMENSIONS ARE TO FACE OF FRAMING,UNLESS NOTED OTHERWISE4.ROUGH CARPENTER TO COORDINATE FRAMINGLAYOUT WITH LIGHTING, PLUMBING &MECHANICAL PLANS. INFORM ARCHITECT OF ANYDISCREPANCIES5. SEE A800-A802 WINDOW & DOOR SCHEDULESFOR UNIT SIZES6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &LEGEND7.REFER TO A001 FOR DETAILED PROJECT NOTES &BEST PRACTICES8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.SDCM
DR
WND
KEY PLAN
N
NNNNA3.024
5
A3.02
1
7
A3.02
3
A3.02
2
A3.02
6
MAIN
03.2
KITCHEN
03.3
(N) BEDROOM
03.5
(N) BATH
03.6
(N) SLEEPING PORCH
03.1
(E) BEDROOM03.7
(E) BATH
03.4
03-1
03-3
03-4
03-5
03-8
03-7
03-B
03-A
03-F
03-E
03-D03-C
03-H 03-G
03-6
03-2
5'-2"2'-8"12'-0"P-X
P-X
P-X
P-X P-X
ATTIC
4'-51 2"4'-0"4'-91 2"412"2'-4"2'-51 2"10'-3"3'-3"3'-11 2"
2'-0"5'-2"
6'-5"
2'-6"2'-4"2'-10"3'-412"2'-612"2'-5"2'-6"3'-4"4"17'-0"Example:
New bedroom is being added to the existing carport. The
existing door is 2’-4” wide - would this be required to be
widened to have a 32” clear opening?
Assuming this cabin is not acting as our (1) required ADA
accessible unit, do push/pull clearances at doors need to
be considered?
CODE UPDATES
Exhibit 1 - Page 68 of 80
MARROWSTONE INN 8
HOEDEMAKER
PFEIFFER
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A10.01
CABIN 10
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
N
N
N N
N
A10.03 42
1
3
A10.03 6
5
7
MAIN
10.1
(E) BEDROOM
10.2
(R) BATH
10.3
(E) BEDROOM
10.4
(R) BATH
10.5
10-1
10-3
10-2
10-5
10-4
10-7
10-I
10-H
10-G 10-F
10-J 10-K
10-A10-B
10-E
10-D10-C
10-6
P-X
P-X
P-X
P-X
P-X
P-X
3'-5"
4'-3"
5'-2"
5'-11"
5'-3"
5'-0"
6'-8"
5'-0"
2'-11"4'-0"71 2"1012"2'-4"3'-5"2'-8"5'-41 2"2'-81 2"2'-61 2"2'-6"4'-212"8'-0"2'-1114"1'-1"
2'-8"5'-612"3'-6"2'-0"4'-0"
1'-4"2'-6"1'-8"
3'-0"
2'-101 2"2'-0"2'-4"1012"Example:
Existing powder room has a sloped ceiling w/ head height
of 3’-5” at the toilet. Would a renovation of this restroom
to include a new sink and shower with be acceptable with
the current low head height?
TRIGGERS FOR CODE UPGRADES
What triggers updates to conform to current code?
- Door clearances
- Height clearances
CODE UPDATES
Exhibit 1 - Page 69 of 80
MARROWSTONE INN 9
HOEDEMAKER
PFEIFFER
Existing restrooms @ Lodge do not provide an accessible
stall.
If we choose to add a single user accessible restroom, is a
renovation of the existing restroom - keeping the same
layout - acceptable
EXISTING PROPOSED
RESTROOM RENOVATION
LODGE - ASSEMBLY SPACE
(E) LAUNDRY
Exhibit 1 - Page 70 of 80
MARROWSTONE INN 10
HOEDEMAKER
PFEIFFER (N) STUDIO(N) ADU(N) STUDIO(N) STUDIO(E) 3
BEDROOMMOBILE HOME(E) SHOP
Currently a (3) bedroom mobile home.
Proposal would be to build a new (3) unit building within
the same footprint.
Is the proposed (3) unit buidilng acceptable?
What are fire separation requirements between new build-
ing and the existing garage?
PROPOSED (N) UNITS
EXISTING PROPOSED
Exhibit 1 - Page 71 of 80
MARROWSTONE INN 11
HOEDEMAKER
PFEIFFER
Additional Development
Sauna -
Outside of shoreline
300-350 SF
Plumbed
Restroom + Indoor +/- Outdoor shower
ADDITIONAL DEVELOPMENT
SAUNA
Exhibit 1 - Page 72 of 80
MARROWSTONE INN 12
HOEDEMAKER
PFEIFFER
FIRE ACCESS
What are the minimum fire/emergency access requirements
for the buildings?
- Distance to cabins
- Road widths
- Turning radius
FIRE ACCESS 33’42’56’50’50’25’139’75’27’Exhibit 1 - Page 73 of 80
MARROWSTONE INN 13
HOEDEMAKER
PFEIFFER
2x WALL CONSTRUCTIONMASONRY WALL CONSTRCUTIONSMOKE/CO2 DETECTOREXHAUST FANWINDOW TAGDOOR TAG6113 13th Avenue South,Seattle, Washington 98108206 545 8434NOT FOR CONSTRUCTIONThis document contains informationproprietary to Hoedemaker Pfeiffer, LLC andis furnished in confidence for the limitedpurpose of evaluation, bidding, or review. Thisdocument or its contents may not be used forany other purpose and may not bereproduced or disclosed to others without thepre-written consent of Hoedemaker Pfeiffer,LLC. All rights reserved. Copyright 2019.LEVEL 2 DEMO PLAN21/4" = 1'-0" A12.01LODGE LEVEL02 FLOORPLANSPROPOSED LEVEL 2 PLAN1LEGENDGENERAL NOTES1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONSSHOWN.2.CONTACT ARCHITECT FOR ANY MISSINGDIMENSIONS OR INFORMATION3.ALL DIMENSIONS ARE TO FACE OF FRAMING,UNLESS NOTED OTHERWISE4.ROUGH CARPENTER TO COORDINATE FRAMINGLAYOUT WITH LIGHTING, PLUMBING &MECHANICAL PLANS. INFORM ARCHITECT OF ANYDISCREPANCIES5. SEE A800-A802 WINDOW & DOOR SCHEDULESFOR UNIT SIZES6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &LEGEND7.REFER TO A001 FOR DETAILED PROJECT NOTES &BEST PRACTICESSDCMDRWNDKEY PLANNA12.025746A12.02231MAIN12.01KITCHEN12.0212.212.112.312.412.512-B12-A12-E12-D12-CN
N
13'-1112"28'-1012"12'-0"3'-712"6"3'-0"6"5"3'-0"COMMERCIAL KITCHEN
Information received from Mina Kwansa 05.04.2021
Exhibit 1 - Page 74 of 80
MARROWSTONE INN 14
HOEDEMAKER
PFEIFFER
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not be
reproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN3 PROPOSED LEVEL 1 FLOOR PLAN1
LEVEL 2 DEMO PLAN4 PROPOSED LEVEL 2 FLOOR PLAN2
1/4" = 1'-0"
A1.01
CABIN 01
FLOOR
PLANS
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
LEGEND
KEY PLAN
N
N N
N N
A1.03
1
A1.032
A1.033
A1.03 64
5
A1.03
7
01-601-5
01-4
01-3
01-1
01-2
MAIN
01.1
(E) BEDROOM
01.4
(N) BATH
01.3
(E) BATH
01.2
01-8
(E) BEDROOM
01.6(E) BEDROOM
01.7
01-7
(E) HALL
01.5
01-A
01-C
01-B
01-D
43 4"
P-X
P-X
P-X
P-X
P-X3'-7"4'-5"3'-3"5'-5"2'-8"2'-1"3'-1012"5'-0"1'-2"41 2"2'-6"2'-712"OVER THE COUNTER PERMIT
Do any of the proposed cabin renovations meet the require-
ments for an over the counter permit?
What can be done without a permit?
- Roofing
- Siding
CABIN 1
- new entry door location
- new sink on floor 2
- relocated shower room
PERMITTING
OVER THE COUNTER PERMIT
Exhibit 1 - Page 75 of 80
MARROWSTONE INN 15
HOEDEMAKER
PFEIFFER
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not bereproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A8.01
CABIN 08
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
NNNA8.02 13
4
2
A8.026
5
08.1
08.2 08-D
08-C
08-B 08-A
MAIN
08.1
BATH
08.2
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
P-X
P-XP-X
(E) STORAGE
5'-112"2'-338"2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not bereproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A9.01
CABIN 09
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
8.BUILDING MASSING/ENVELOPE TO REMAIN, UNO.
SDCM
DR
WND
KEY PLAN
NNNA9.02 13
4
2
A9.026
5
MAIN
09.1
(R) BATH
09.2
09.1
09.2 09-E
09-D
09-C
09-B 09-A
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
P-X
P-XP-X
5'-158"OVER THE COUNTER PERMIT
Do any of the proposed cabin renovations meet the require-
ments for an over the counter permit?
What can be done without a permit?
- Roofing
- Siding
CABIN 8
- relocated restroom
- relocated kitchenette
CABIN 9
- relocated restroom
- relocated kitchenette
PERMITTING
OVER THE COUNTER PERMIT
Exhibit 1 - Page 76 of 80
MARROWSTONE INN 16
HOEDEMAKER
PFEIFFER
2x WALL CONSTRUCTION
MASONRY WALL CONSTRCUTION
SMOKE/CO2 DETECTOR
EXHAUST FAN
WINDOW TAG
DOOR TAG
6113 13th Avenue South,
Seattle, Washington 98108
206 545 8434
NOT FOR CONSTRUCTION
This document contains information
proprietary to Hoedemaker Pfeiffer, LLC and
is furnished in confidence for the limited
purpose of evaluation, bidding, or review. This
document or its contents may not be used for
any other purpose and may not bereproduced or disclosed to others without the
pre-written consent of Hoedemaker Pfeiffer,
LLC. All rights reserved. Copyright 2019.
LEVEL 1 DEMO PLAN
1/4" = 1'-0"6 PROPOSED LEVEL 1 FLOOR PLAN
1/4" = 1'-0"5
1/4" = 1'-0"
A7.01
CABIN 07
FLOOR
PLANS
LEGEND
GENERAL NOTES
1.DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS
SHOWN.
2.CONTACT ARCHITECT FOR ANY MISSING
DIMENSIONS OR INFORMATION
3.ALL DIMENSIONS ARE TO FACE OF FRAMING,
UNLESS NOTED OTHERWISE
4.ROUGH CARPENTER TO COORDINATE FRAMING
LAYOUT WITH LIGHTING, PLUMBING &
MECHANICAL PLANS. INFORM ARCHITECT OF ANY
DISCREPANCIES
5. SEE A800-A802 WINDOW & DOOR SCHEDULES
FOR UNIT SIZES
6.SEE COVER SHEET FOR TYPICAL ABBREVIATIONS &
LEGEND
7.REFER TO A001 FOR DETAILED PROJECT NOTES &
BEST PRACTICES
SDCM
DR
WND
KEY PLAN
N
A7.02 42
3
1
A7.02 31
2
MAIN
07.1
(N) BATH
07.2
07.1
07.2
07-A
07-B
07-C
BUILDING ELEVATION - NORTH
1/4" = 1'-0"4 BUILDING ELEVATION - EAST
1/4" = 1'-0"2
BUILDING ELEVATION - SOUTH
1/4" = 1'-0"3 BUILDING ELEVATION - WEST
1/4" = 1'-0"1
P-X
P-X
P-X
NN4'-8"3'-1"7"2'-812"712"2'-1"7'-8"2'-212"
OVER THE COUNTER PERMIT
Do any of the proposed cabin renovations meet the require-
ments for an over the counter permit?
What can be done without a permit?
- Roofing
- Siding
CABIN 7
-new restroom
- relocated entry
PERMITTING
OVER THE COUNTER PERMIT
Exhibit 1 - Page 77 of 80
HOEDEMAKER PFEIFFER
6113 13th Avenue South Seattle, WA 98108 206 545 8434
Pre-App Questions
Blake Lodge
Parcels: 921084011 | 921084010 | 921084029
1. What is timeline/process for the Conditional Use Permit? What category do we fall into [C, C(a),
C(d)]
2. Which cabins can be over the counter permits (minor remodels – no additional bedrooms or
structural changes)
a. Cabin 1
b. Cabin 7
c. Cabin 8
d. Cabin 9
3. What is the permitting timeline for remodels?
4. Code Upgrades
a. What triggers updates to code?
i. Doors – IBC requires 32” clear opening. Do all doors need to be upgraded to meet
code? What changes trigger this requirement to be met in existing
buildings/spaces?
1. Door clearances
ii. Head height
1. IBC requires 7’-6” min head height; IEBC requires 7’-0” min head height for
new habitable space
a. new bedrooms under existing roofs
b. proposed shower (cabin 10)
5. What exterior modifications are allowed (decks, etc)
a. Within 150’ buffer
b. Within 200’ buffer
6. Lodge – Commercial Kitchen requirements
a. Required equipment - three compartment sink, handwashing sink, mop sink, grease trap;
commercial dishwasher
b. Other required equipment?
c. Floor drains/sinks?
d. Materials –
i. Wood flooring acceptable?
ii. New ceiling required?
7. Lodge Restrooms – Is a gender neutral, multi stall restroom allowed?
a. Assuming plumbing counts are met within the gender neutral, multi-stall restroom
b. Separate multi-stall shower room – gender neutral
8. Septic
9. The existing stormwater is controlled by splash blocks. Can this solution be maintained?
10. Water connection
a. Process, timeline, etc
Exhibit 1 - Page 78 of 80
HOEDEMAKER PFEIFFER
6113 13th Avenue South Seattle, WA 98108 206 545 8434
11. What are the limitations with Glamping on the property and does adding the temporary structures
fall under Jefferson County Code sections dealing with nonconforming uses and structures (JCC
18.20.260)
a. There are both non conforming uses and structures – Section 3 of JCC 18.20.260 applies to
the subject property
b. If the use and/or the structures are expanded, does a UDC Type permit approval allow for
the type of expansion requested?
c. Can seasonal platforms be built to allow for glamping tents?
12. What changes can be made that do not trigger the need for code upgrades?
13. Do cabins not acting as accessible units need to comply with any accessibility standards? Can new
and/or existing doors be under 32” clear?
14. Where are fire sprinkles necessary?
a. New studio building/new structures?
b. Assembly/lodge?
c. Newly created habitable space (i.e. additions to cabins within current footprint)
15. Parking:
• What are the parking requirements for a site like this?
• Is there are minimum number of parking stalls required?
• Can the guest parking be separated from the cabins and centrally located outside the shoreline
area?
16. Trees:
• There are trees on the site that we would like to consider for removal. Some of the most
common issues are:
o Trees that are dead or dying or in a state of decay near structures, public spaces or
public roads.
o Previously topped trees
17. Invasive Plant Mitigation:
• Would removal of non-native invasive plants be considered ‘clearing and grading’ if
replanting with site appropriate native plants is to take place in these areas?
18. Shoreline Setback:
• How is removal of crushed rock areas in the shoreline setback viewed if these areas are
returned to native planting? Would this be considered ‘clearing and grading’?
• Can native planting take place in the shoreline setback without permit review?
19. Fire Code:
• What are the minimum fire/emergency access requirements for the building?
20. What are the permitting requirements for trenching utilities to each of the existing structures within
the shoreline buffer?
Exhibit 1 - Page 79 of 80
From:Linda Atkins
To:Shannen Cartmel
Subject:FW: 10 Beach Dr, PRE2021-10
Date:Wednesday, May 12, 2021 3:03:01 PM
Linda Atkins, RS
Environmental Health Specialist 3
Jefferson County Environmental Public Health
360-385-9444
latkins@co.jefferson.wa.us
www.jeffersoncountypublichealth.org
Per order of the Jefferson County Commissioners, the Environmental Health front desk is not available for walk-in customer
service. We will continue to provide service over the phone and email; and if absolutely necessary, schedule walk-in
appointments. We thank you for your cooperation, and kindly ask that if you are sick, please refrain from scheduling an
appointment or cancel your existing one.
CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and
may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If
you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message.
PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail system and is
therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must
release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is exempt
from disclosure under state law, including RCW 42.56.
From: Linda Atkins
Sent: Friday, April 30, 2021 4:11 PM
To: Joel Peterson <JPeterson@co.jefferson.wa.us>
Subject: 10 Beach Dr, PRE2021-10
Joel,
Regarding the septic systems on the property.
SEP97-12 is permitted for a 3 bedroom single family residence, any change in use would require
compliance with current code and sizing would need to be evaluated by a licensed designer.
SEP85-57 is permitted for 4 one bedroom cabins
SEP72-24 is permitted for a ‘service building’ with 5 toilets, 1 urinal, 2 showers, 2 sinks, 1
dishwasher, 2 onebedroom cabins, one residence and 3 travel trailer connections.
No plumbing was permitted or approved for connection in the buildings labeled 5, 6, 7 on the site
plan submitted with the pre-ap. No approval for modification/alteration or connection to the septic
system will be approved until the septic system is installed and finaled. These are currently in
violation. A letter was sent to the property owner and is available to view online.
No modification to any other buildings/cabins on the site will be approved unless they are in
Exhibit 1 - Page 80 of 80