20211430 Ver 1_Approval Letter_20211104

F i,,,c STATE o, ,.„
ROY COOPER J FD-.,/
Governor 'u `a O l
ELIZABETH S.BISER �_`
'i°v+i lz,nw
Secretary f�` ^^D"' '
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
November 03, 2021
DWR# 2021-1430 v1
Beaufort County
H-D Holdings of Washington, LLC and City of Washington
ATTN: Slayton Hazard-Daniel
418 East Water Street
Washington, North Carolina 28714
Subject: AUTHORIZATION CERTIFICATE PER THE TAR-PAMLICO RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0734)WITH ADDITIONAL CONDITIONS
Pamlico Rowing Club- 307 West Main Street
Dear Mr. Hazard-Daniel:
You have our approval for the impacts listed below for the purpose described in your application
dated September 28, 2021 and received by the Division of Water Resources (Division) on
September 28, 2021. Please note that you should get any other federal,state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non-Discharge, and Water Supply Watershed regulations. This Authorization
Certificate shall expire five (5) years from the date of this letter.
This approval requires you to comply with the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Buffer Rules are met. No other impacts are approved, including incidental
impacts [15A NCAC 02B. 0233(8)].
Type of Impact Amount Approved Amount Plan location/
Permanent(units) Approved Reference
Temporary Attached
(units)
Buffers-Zone 1
B1 - (ingress/egress 432 ft2 (square feet) 0 (square feet)
stairs&ADA access) Attached plans
Buffers-Zone 1/2
B2 - 6'access from city 360 ft2 (square feet) 0 (square feet) Attached plans
2. No Waste, Spoil, Solids,or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Buffer Authorization Application. All
forestry operations activities shall be performed so that no violations of state water quality
standards,statutes,or rules occur [15A NCAC 02H .0502 and.0502].
..DE Q North Dtm of Environmental Quality l Is of W
��� WashingtonCarolina Regionalepar Officeent 943 Washington Square MallDivi ion WashingtonaterResources,North Carolina 27889
NORTH CAROLINA
Department of Environmental Quality 252.946.6481

3. The Permittee shall replant the vegetation within temporarily disturbed areas associated with
this project in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be replanted
with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 260 trees per acre at maturity. This density can usually be
achieved by planting approximately 360 (11 x 11 spacing)to 538 (9 x 9 spacing)trees per
acre.) Restoration of trees/shrubs/forest must be completed by the first subsequent planting
season (November 1 through March 30). Note, if the tree plantings do not survive,they will
need to be replaced such that the density is sufficient to provide 320 trees per acre at
maturity. [15A NCAC 02H .0507 (c), 15A NCAC 02H .0506 (b)(3),and 15A NCAC 02B.0233
(6)]
4. Compensatory Buffer Mitigation Using a Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The Division has received
an acceptance letter from the Greene Environmental Services Mitigation Bank to meet this mitigation
requirement. Until the Greene Environmental Services Mitigation Bank receives and clears your payment,and
proof of payment has been provided to this Office, no impacts specified in this Authorization Certificate
shall occur. For accounting purposes, this Authorization Certificate authorizes payment to the Greene
Environmental Services Mitigation Bank to meet the following compensatory mitigation requirement[15A
NCAC 02H.0506(b)(6),and 15A NCAC 02B.0295(e)]:
Compensatory Mitigation Required River and Sub-basin number
Buffers 1,296 ft2 (square feet) Tar-Pamlico (03020104)
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Authorization. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and Authorization and is responsible for complying with all
conditions. [15A NCAC 02B.0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. {G.S. 143-215.5}
This Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute 150B
by filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at(919) 431-3000 for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and
5:00pm,excluding official state holidays).
D E Q North Dtt ioeal Quality I vis Wuc
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Department
WashingtonCarolina Regionalepar cot
menffice of 943Env Washingtonrnmnt Square Mall ion WashingtonofaterReso,Northr Carolina
es 27889
of e
caaouNn 252.946.6481
NORTHEnvironmental Quality

The petition maybe faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service(UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under the Tar Riparian Buffer Rules as described
in 15A NCAC 02B .0734. Please contact Chris Pullinger at 252-948-3918
or [e-mail] if you have any questions or concerns.
Sincerely,
Rottil Te0,14,04(
Robert Tankard,Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources,NCDEQ
cc: Slayton Hazard-Daniel (via e-mail: [e-mail])
Kelly Spivey, DCM WaRO (via e-mail)
DWR Laserfiche
D E�^- North tial Quality I Is Wu
l�iJ/� WashingtonCarolina RegionalDepar Officement of 943Env Washingtonronment Square MallDivi Washingtonionof aterReso,North rces Carolina 27889
NORTH CAROLINA
Department al Environmental Quality 252.946.6481

2018 APPENDIX B - Building Code Summary
Name of Project:
Address:
ALTERATION TO THE WASHINGTON BOAT HOUSE
307 WEST MAIN ST. WASHINGTON, NC Zip Code: 27889
Owner or Authorized Agent:
Owned by:
BW Architecture Phone No. 252-355-1300
❑ City/County
Code Enforcement Jurisdiction: n City
e-mail [e-mail]
n Private ❑ State
❑ County X❑ State
CONTACT:
Designer
Architectural
Civil
Electrical
Fire Alarm
Plumbing
Mechanical
Sprinkler -Standpipe
Structural
Firm Name
BW Architecture Bradley Williams
N/A
Stroud Engineering PA Michael Stroud, P.E.
N/A
Stroud Engineering PA Michael Stroud, P.E.
Stroud Engineering PA Michael Stroud, P.E.
N/A
N/A
License #
NC 10568
Telephone #
252.355.1300
NC PE021990 252.756.9352
NC PE021990 252.756.9352
NC PE021990 252.756.9352
E-mail
[e-mail]
[e-mail]
[e-mail]
[e-mail]
Retaining Walls>5' HighN/A
Other N/A
("Other" should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)
NOTE: PROJECT IS BEING SUBMITTED FOR GROUND FLOOR DESIGN AND CONSTRUCTOIN
ONLY. SECOND FLOOR PLAN DESIGN IS SHOWN THORUGHOUT THIS SET OF DRAWINGS FOR
FUTURE PLANNING ONLY AND FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS
NOT TO BE OCCUPIED ANDIS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME.
DRAWINGS FOR THE SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT
AT WHICHTIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR.
2018 NC BUILDING CODE ❑ New Building ❑ Addition n Renovation
❑ 1st Time Interior Completion
❑ Shell / Core - Contact the local inspection jurisdiction for possible additional
procedures and requirements
n Phased Construction - Shell / Core - Contact the local inspection jurisdiction for
possible additional procedures and requirements
2018 NC EXISTING BUILDING CODE: EXISTING:
❑ Prescriptive ❑ Repair ❑ Chapter 14
Alteration: ❑ Level I X❑ Level II ❑ Level III
❑ Historic Property �X Chae`f Use
CONSTRUCTED: (date) CURRENT OCCUPAN
RENOVATED: (date) PROPOSED OCCUP,�
RISK CATEGORY: (Table 1604.5): Current: ❑ 1 X❑ II ❑
Y(S) (Ch. 3) N/A
NCY(S) (Ch. 3) BUSINESS (LESS THAN 50 OCCUPANTS)
Proposed: ❑ 1 X❑ II ❑ III ❑ IV
BASIC BUILDING DATA
Construction Type: ❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V-A
❑ I-B ❑ II-B
Sprinklers: X❑ No ❑ Partial ❑ Yes
Standpipes: X❑ No ❑ Yes Class
Fire District: X❑ No ❑ Yes
❑ III-B X❑ V-B
NFPA13 0NFPA13R ❑NFPA13D
01 011 ❑III ❑Wet ❑Dry
Flood Hazard Area: X❑ No ❑ Yes
Special Inspections Required: n No n Yes (Contact the local inspection jurisdiction for additional
procedures and requirements)
NOTE: MAXIMUM BUILDING OCCUPANCY (BOTH FLOORS COMBINED) SHALL BE LIMITED TO 99 PEOPLE OR
FEWER. OCCUPANCY OVER 100 PEOPLE WOULD REQUIRE SPRINKLER SYSTEM.
GROSS BUILDING AREA TABLE
Floor Existing (SQ FT) New (SQ FT) Sub -Total
First Floor
1,200 s.f. 1,200 s.f.
Second Floor
1,948 s.f. 1,948 s.f.
TOTAL
3,148 s.f. 3,148 s.f.
ALLOWABLE AREA
Primary Occupancy:
Assembly
Business
Educational
Factory
Hazardous
Institutional
0
Mercantile
Residential
❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4
X❑
❑ F-1 Moderate ❑ F-2 Low
❑ H-1 Detonate ❑ H-2 Deflagrate
❑ 1-1 Condition ❑ 1 ❑ 2
❑ 1-2 Condition ❑ 1 ❑ 2
❑ 1-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4
❑ 1-4
❑ R-1 ❑ R-2
Storage n S• -1 Moderate
n P• arking Garage
Utility and Miscellaneous n
Accessory Occupancy Classification(s):
Incidental Uses: (Table 509):
Special Uses (Chapter 4 - List Code Sections):
❑ A-5
❑ H-3 Combust ❑ H-4 Health
❑5
❑ R-3 ❑ R-4
❑ S-2 Low ❑ High -Piled
❑ Open ❑ Enclosed ❑ Repair Garage
H-5 HPM
Special Provisions: (Chapter 5 - List Code Sections):
Mixed Occupancy: n N• o n Yes
Separation:
Hr: Exception:
X❑ Non -Separated Use (508.3)
The required type of construction of the building shall be determined by applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
n Separated Use (508.4) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A Actual Area of Occupancy B
Allowable Area of Occupancy A Allowable Area of Occupancy B
0 0
+ = 0
0 0 < 1.00
- 1
STORY
NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE
506.24
AREA
(C)
AREA FOR
FRONTAGE
INCREASE1'5
(D)
ALLOWABLE
AREA PER STORY OR
UNLIMITED2'3
1
BUSINESS
1,200
9,000
0
9,000
1 Frontage area increases from Section 506.3 are computed thus: N/A
a. Perimeter which fronts a public way or open space having 20 feet minimum width = N/A
b. Total Building Perimeter = N/A (P)
c. Ratio (F/P) = N/A (F/P)
d. W= Minimum width of public way = N/A (W)
e. Percent of frontage increase If = 100 [F/P - 0.25] x W/30 =
2 Unlimited area applicable under conditions of Section 507
3 Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2)
4 The maximum area of open parking garages must comply with Table 406.5.4
5 Frontage increase is based on the unsprinklered area value in Table 506.2
N/A (%)
(F)
ALLOWABLE HEIGHT
ALLOWABLE
SHOWN ON PLANS
CODE REFERENCE'
Building Height in Feet (Table 504.3) 2
50'
25'-0"
Building Height in Stories (Table 504.4)3
1
2
1 Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4
2 The maximum height of air traffic control towers must comply with Table 412.3.1
3 The maximum height of open parking garages must comply with Table 406.5.4
FIRE PROTECTION REQUIREMENTS
BUILDING
ELEMENT
FIRE
DISTANCE
(FEET)
RATING
DETAIL NO.
AND
SHEET NO.
DESIGN NO.
FOR RATED
ASSEMBLY
DESIGN NO.
FOR RATED
PENETRATION
DESIGN NO.
FOR RATED
JOINTS
REQ'D
PROVIDED
(WITH
REDUCTION)
Structural frame,
including columns,
girders, trusses
NA
Bearing walls
> 30
Exterior
> 30
North
> 30
East
> 30
West
> 30
South
> 30
Interior
N/A
Nonbearing walls
and partitions
Exterior
North
N/A
East
N/A
West
N/A
South
N/A
Interior
N/A
Floor construction
including support
beams and joist
N/A
Floor Ceiling
Assembly
Columns Supporting
Floors
Roof construction
including support
beams and joist
N/A
Roof Ceiling
Assembly
Columns Supporting
Roof
Shafts - Exit
N/A
Shafts - Other
N/A
Corridor Separation
N/A
Occupancy / Fire
Barrier Separation
N/A
Party / Fire Wall
Separation
N/A
Smoke Barrier
Separation
Smoke Partition
Tenant / Dwelling
Unit / Sleeping
Unit Separation
Incidental Use Sep.
*Indicate section number permitting reduction
PERCENTAGE OF WALL OPENING CALCULATIONS
FIRE SEPARATION
DISTANCE (FEET)
FROM PROPERTY LINES
DEGREE OF OPENINGS
PROTECTION
(TABLE 705.8)
ALLOWABLE AREA
(%)
ACTUAL SHOWN ON
PLANS (%)
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting: ❑ No 0 Yes
Exit Signs: ❑ No Q Yes
Fire Alarm: Q No ❑ Yes
Smoke Detection Systems: Q No ❑ Yes ❑ Partial
Carbon Monoxide Detection: Q No ❑ Yes
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet # LS-001
❑ Fire and/or smoke rated wall locations (Chapter 7)
❑ Assumed and real property line locations (if not on site plan)
n E• xterior wall opening area with respect to distance to assumed property lines (705.8)
n Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)
Q Occupant loads for each area
Q Exit access travel distances (1017)
❑ Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))
❑ Dead end lengths (1020.4)
Q Clear exit widths for each exit door
n M• aximum calculated occupant load capacity each each exit door can accommodate based on egress width (1005.3)
n Actual occupant load for each exit door
n A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
purposes of occupancy separation
n L• ocation of doors with panic hardware (1010.1.10)
❑ Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)
❑ Location of doors with electromagnetic egress locks (1010.1.9.9)
n L• ocation of doors equipped with hold -open devices
n L• ocation of emergency escape windows (1030)
n The square footage of each fire area (202)
n The square footage of each smoke compartment for Occupancy Classification 1-2 (407.5)
n N• ote any code exceptions or table notes that may have been utilized regarding the items above.
ACCESSIBLE DWELLING UNITS (SECTION 1107)
TOTAL
UNITS
ACCESSIBLE
UNITS
REQUIRED
ACCESSIBLE
UNITS
PROVIDED
TYPE A
UNITS
REQUIRED
TYPE A
UNITS
PROVIDED
TYPE A
UNITS
REQUIRED
TYPE A
UNITS
PROVIDED
TOTAL ACCESSIBLE
UNITS
PROVIDED
NA
NA
NA
NA
NA
NA
NA
NA
ACCESSIBLE PARKING (SECTION 1106)
LOT OR
PARKING AREA
TOTAL NO. OF
PARKING SPACES
NO. OF ACCESSIBLE SPACES REQUIRED / PROVIDED
TOTAL NO.
ACCESSIBLE
PROVIDED
REQUIRED
PROVIDED
REGULAR WITH 5'
ACCESS AISLE
VAN SPACES WITH
132" ACCESS AISLE
8' ACCESS AISLE
NA
NA
NA
NA
NA
NA
NA
Total
0
PLUMBING FIXTURE REQUIREMENTS (Table 2902.1)
USE B
WATERCLOSETS
URINALS
LAVATORIES
SHOWERS/
TUBS
DRINKING FOUNTAINS
MALE FEMALE
MALE FEMALE
REGULAR
ACCESSIBLE
PROVIDED
1
0
1
0
0
0
REQUIRED
1
0
1
0
0
0
STRUCTURAL DESIGN NA
SPECIAL Approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc.., describe below)
ENERGY SUMMARY
N/A (NO WORK TO SHELL)
MECHANICAL SUMMARY N/A (NO WORK TO SHELL)
ELECTRICAL SUMMARY
N/A (NO WORK TO SHELL)
N� cavor En*onmenW
Management Commission
FrirDivis-mV!cloiternRescaurceesufitor
• — •
21
Date November 3
Reviewed by
1
DWR Project #2021-1340 vl
Alterations to:
THE WASHINGTON
BOAT HOUSE
WASHINGTON NC 27889
Architectural:
WARCH ITECTURE
BW Architecture, PLLC
100 A Oakmont Dr.
Greenville, NC 27858
252.355.1300
[e-mail]
Plumbing, Mechanical & Electrical Engineering:
STROUD ENGINEERING, P.A.
107 B Commerce St.
Greenville, NC 27858
252.756.9352
Drawing Index
T-1 TITLE SHEET/APPENDIX B (CODE SUMMARY)
LS-001 LIFE SAFETY PLAN
A-101 EXISTING CONDITIONS FLOOR PLANS
A-102 FLOOR PLANS
A-103 REFLECTED CEILING PLANS
A-104 ENTRANCE DETAILS AND STAIRS SECTION
A-201 EXISTING CONDITIONS EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
P-1 SANITARY PLANS AND DETAILS
P-2 DOMESTIC WATER PLANS AND DETAILS
P-3 GAS PLANS
P-4 PLUMBING SCHEDULES
M-1 MECHANICAL PLANS
M-2 MECHANICAL SCHEDULE AND DETAILS
E-1 ELECTRICAL PLANS
E-2 LIGHTING PLANS
NOTE: PROJECT IS BEING SUBMITTED FOR GROUND FLOOR DESIGN AND CONSTRUCTOIN
ONLY. SECOND FLOOR PLAN DESIGN IS SHOWN THORUGHOUT THIS SET OF DRAWINGS FOR
FUTURE PLANNING ONLY AND FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS
NOT TO BE OCCUPIED ANDIS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME.
DRAWINGS FOR THE SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT
AT WHICHTIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR.
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EBW ARCHITECTURE, PLLC
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100 A OAKMONT DR.
GREENVILLE, NC 27858
252.355.1300
Documents are the exclusive property of BW
Architecture, PLLC and may not be reproduced or
reused for any purpose without expressed written consent.
Copyright BAP/ Architecture, PLLC.
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Revisions
No: Date:
1 7.12.21 - OCCUPANCY & PLUMBING FIXTURE
Project No: 18036
Date: 4.27.21
FOR PERMIT SET

DECK
A-2
177sf/15sf
Per person
12 Occupants
BAR
B
81 sf/100st
Per person
2 Occupants
EL DISTANCE
SEATING
AREA
A-2
660 sf / 15 sf
Per person
44 Occupants
STAIRS
29 P OPLE x .30 =
(46" PROV
d. f" h EQ
IDED)
UIRED
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NOTE: SECOND FLOOR PLAN DESIGN IS SHOWN FOR FUTURE PLANNING ONLY AND
FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS NOT TO BE OCCUPIED AND
IS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. DRAWINGS FOR THE
SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT AT WHICH
TIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR.
BAR AREA CALCULATED
@18" PER PERSON = 12 Occupants
104.3
LIFE SAFETY LEGEND
FE = FIRE EXTINGUISHER CABINET
— To — — To — — TRAVEL DISTANCE / PATH
OCCUPANCY AREAS
FIRST FLOOR S.F. TOTAL = 1,200 s.f.
CONSTRUCTION TYPE: VB
BUILDING IS "NOT" SPRINKLED
OCCUPANCY - BUSINESS
TOTAL OCCUPANTS = 49
SECO 1 - ! •' S.F. TOTAL = 1,948 s.f.
CONSTRUCTION TYPE: v e
BUILDING IS "NOT" SPRINKLED
OCCUPANCY - ASSEMBLY A-2 N• 'ST FLU:' L BE CHANGED TO ASSEMBLY WHEN
SECOND FLOOR PLAN " BMITTED, BUT IN INITIAL IRST FLOOR REMAINS A
BUSINESS OC
T• CUPANTS = 58
TOTAL OCCUPANTS - 98
FINAL LOCATION OF FE AND FEC's TO BE COORDINATED WITH FIRE MARSHAL
NOTE: MAXIM
LIMITED TO 99 PEOPLE 0
REQUI - ' STEM.
w
DECK
A-2
157sf/15sf
Per person
11 Occupants
OFE
BAR
B
104 sf / 100 sf
Per person
1 Occupant
12' 11"
J
0
w
CC
5
0
CC S
LU
0
�5
0
o0_
ry a
x
w co
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0
w
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rD — — TD —
J
TRAVEL DISTANCE 49'-4"
ATI
AREA
A-2
375 sf / 15 sf Per person
25 Occupants
J
P
STAIRS
29 PEOPLE x .30 = 8.7" REQUIRED
(46" PROVIDED)
T
X
w
cn
H
cn
BINED) SHALL BE
PEOPLE WOULD
WHEN SECOND FLOOR IS CONSTRUCTED
THIS OVERHEAD DOOR MUST BE CHANGED
TO AN EGRESS DOOR - EGRESS IS NOT
REQUIRED HERE WITH FIRST FLOOR UPFIT
ONLY
104.1
NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED AT
THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY.
DISREGARD STAIRS.
z
LIFE SAFETY PLAN SECOND FLOOR
SCALE 1/8" = 1'
001.2
LIFE SAFETY PLAN FIRST FLOOR
SCALE 1/8" = 1'
001.1
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100 A OAKMONT DR.
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252.355.1300
Documents are the exclusive property of BAN
Architecture, PLLC and may not be reproduced or
reused for any purpose without expressed written consent.
Copyright BY/ Architecture, PLLC.
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- - -
Revisions
No: Date:
1 7.12.21 - OCCUPANCY
Project No: 18036
Date: 4.27.21
FOR PERMIT SET

7
n
n
DECK
EXISTING MILL
BUILDING
(NO WORK)
REMOVE EXISTING
DOORS
UPSTAIRS
DEMO EXISTING
STAIR AND REWORK
7 OPENING TO ACCOMODATE
NEW STAIR
FTTn7Tni�
I I I I I II 1
EXISTING MILL
BUILDING
(NO WORK)
EXISTING MILL
BUILDING
(NO WORK)
NOTE: EXISTING SPRINKLER SYSTEM PIPING, HEADS, COMPONENTS, ETC. SHALL BE REMOVED THROUGHOUT BUILDING
GENERAL DEMOLITION NOTES
(1) GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
LOCAL, STATE, AND OR REGULATORY AGENCIES, CODES, AND REGULATIONS
FOR NEW CONSTRUCTION AND DEMOLITION.
(2) COORDINATE ALL DEMOLITION WORK WITH DEMOLITION REQUIRED CIVIL, PLUMBING,
MECHANICAL & ELECTRICAL PLANS AND ASSOCIATED CONTRACTORS
(3) PROVIDE TEMPORARY PARTITIONS AND BARRIERS TO PROTECT THE PUBLIC
FROM ANY POTENTIAL CONSTRUCTION HAZARDS AT ALL TIMES.
(4) PRIOR TO REMOVAL OR CUTTING OF OPENINGS THROUGH STRUCTURAL
WALLS OR SLABS, CONTRACTOR SHALL PROVIDE ADEQUATE SHORING FOR
THE ROOF AND ANY OTHER STRUCTURAL LOADS. SUPPORTS WILL NOT BE
REMOVED UNTIL NEW STRUCTURAL SYSTEM ARE IN PLACE.
(5) CARE SHALL BE TAKEN DURING CONSTRUCTION, NOT TO DAMAGE ANY EXISTING
STRUCTURAL MEMBERS OR THEIR SUPPORTS, THE ARCHITECT AND OWNER'S
REPRESENTATIVE WILL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE SHOULD OCCUR.
(6) CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR WASTE DISPOSAL
(7) OWNER RETAINS FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT, FIXTURES,
FURNISHINGS, MATERIAL ETC. TO BE REMOVED AND/OR DEMOLISHED. NO
MATERIAL, EQUIPMENT, FIXTURES, FURNISHINGS, MATERIAL, ETC. SHALL BE
REMOVED FROM THE SITE WITHOUT THE OWNERS PRIOR APPROVAL.
(8) CONSTRUCT TEMPORARY DUST PARTITIONS TO ISOLATE DUST, DEBRIS AND FUMES TO
THE WORK AREA AND PREVENT THE SPREAD OF DUST, DEBRIS AND FUMES TO
OCCUPIED AREAS AND EXISTING FINISHES, FURNITURE, EQUIPMENT, ETC. COVER AND
PROTECT EXISTING FINISHES, FURNITURE, EQUIPMENT, ETC. TO PREVENT DAMAGE. GC
SHALL BE RESPONSIBLE FOR IMMEDIATE REPAIR OF DAMAGE TO ALL DAMAGE CAUSED
AS A DIRECT OR INDIRECT RESULT OF DEMOLITION AND CONSTRUCITON OPERATIONS.
(9) GC TO CONSTRUCT WEATHER PROOF PARTITION AS REQUIRED TO PREVENT WATER
DAMAGE TO EXISTING AND NEW CONSTRUCTION.
(10) IF HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION AND
RENOVATION, ALL CONTRACTORS SHALL NOTIFY OWNER'S REPRESENTATIVE AND
ARCHITECT AND SHALL COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND
ORDINANCES, REGARDING MATERIAL HANDLING, PROTECTION OF SURROUNDINGS
AND REMOVAL.
REMOVE EXISTING
DOOR
DEMO EXISTING RETAINING
WALL PARTIALLY OR AS
REQUIRED FOR INSTALLATION
OF NEW ADA RAMP
DEMO EXISTING STAIR
BOAT SLIP
1
PAMLICO RIVER
DECK
III
DOWNSTAIRS
DEMO EXISTING
STAIR AND REWORK
OPENING TO ACCOMODATE
NEW STAIR
h-`hTmTmTn T�
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I
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TAKE EXISTING BARN DOORS
OFF HINGES, SHIFT DOWN,
AND PIN BACK TO EXISTING
WALL AS REQUIRED FOR
NEW ENTRANCE FRAMING
I
COVERED OUTDOOR SPACE
I
I
REMOVE EXISTING
DOOR
REMOVE EXISTING
DOOR
EXISTING MILL
BUILDING
(NO WORK)
EXISTING MILL
BUILDING
(NO WORK)
NOTE: EXISTING SPRINKLER SYSTEM PIPING, HEADS, COMPONENTS, ETC. SHALL BE REMOVED THROUGHOUT BUILDING
EXISTING SECOND FLOOR PLAN
SCALE 1/8" = 1'
101.2
EXISTING FIRST FLOOR PLAN
SCALE 1/8" = 1'
101.1
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EBW ARCHITECTURE, PLLC
rt
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3
100 A OAKMONT DR.
GREENVILLE, NC 27858
252.355.1300
Documents are the exclusive property of BAN
Architecture, PLLC and may not be reproduced or
reused for any purpose without expressed written consent.
Copyright BAP/ Architecture, PLLC.
,`1111111111111111ll'
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Revisions
No: Date:
Project No: 18036
Date: 4.27.21
FOR PERMIT SET

FINISHES:
SEATING (LOWER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - PLYWOOD PANELS ON HINGES AT LOWER SECTION
OF WALL FOR FLOOD PROOFING WITH CORRUGATED
METAL ABOVE
CEILING - PAINTED WOOD (BEADBOARD OR SIMILAR)
RESTROOM (LOWER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - PAINTED PLYWOOD PANELS (NON ABSORBENT
TO 48" A.F.F.) - PLYWOOD PANELS ON HINGES AT LOWER
SECTION OF WALL FOR FLOOD PROOFING WITH
CORRUGATED METAL ABOVE
CEILING - PAINTED PLYWOOD
BAR (LOWER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - EXISTING TO REMAIN PAINTED
CEILING - PAINTED WOOD (BEADBOARD OR SIMILAR)
SEATING (UPPER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - PAINTED WOOD WAINSCOTTING WITH
CORRUGATED METAL ABOVE AND PAINTED EXPOSED
WOOD POSTS
CEILING - PAINTED WOOD (BEADBOARD OR SIMILAR)
MENS AND WOMENS RESTROOM (UPPER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - CORRUGATED METAL
CEILING - PAINTED PLYWOOD
BAR (UPPER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - PAINTED WOOD WAINSCOTTING
WITH CORRUGATED METAL ABOVE
CEILING - PAINTED WOOD (BEADBOARD OR SIMILAR)
STORAGE (UPPER LEVEL)
FLOORING - REFINISH EXISTING WOOD
WALLS - PAINTED (NON ABSORBENT TO 48" A.F.F.)
CEILING - PAINTED PLYWOOD
WALL LEGEND
5
NEW 2 x 4 WOOD STUDS @ 16" O.C. WITH 5/8" TYPE X GYPBOARD
AT EACH SIDE UNLESS OTHERWISE NOTED
EXISTING WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
GENERAL NOTES
DO NOT SCALE THE DRAWINGS. NOTIFY ARCHITECT PRIOR TO COMMENCING WORK
IF DIMENSIONAL DISCREPANCIES ARE FOUND.
2. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES,
LEVELS, DIMENSIONS INDICATED OR SHOWN ON THE PLANS OR INDICATED BY
EXISTING CONDITIONS AND SHALL REPORT ANY DISCREPANCIES AND OR EXISTING
CONDITIONS THAT RESTRICT OR PROHIBIT PROVIDING CRITICAL DIMENSIONS
IMMEDIATELY TO THE ARCHITECT AND OR ENGINEER. VERIFICATION SHALL BE
PERFORMED PRIOR TO COMMENCING ANY AND ALL WORK AND PRIOR TO ORDERING
OR INSTALLING MATERIALS AND EQUIPMENT.
3. ALL CONSTRUCTION SHALL BE IN FULL COMPLIANCE WITH THE CURRENT EDITION
ALL FEDERAL, STATE AND LOCAL LAWS, CODES AND ORDINANCES.
4. GC SHALL COORDINATE WITH MC AND EC BEFORE INSTALLATION OF ALL
EQUIPMENT, FIXTURES, & FITTINGS TO AVOID CONFLICT AND NOTIFY ARCHITECT OR
ENGINEER OF ANY CONFLICTS.
5. ALL FURNITURE IS BY OWNER UNLESS OTHERWISE INDICATED.
6 ALL NEW INTERIOR WALL CONSTRUCTION REPRESENTED AS 4" IS 2 x 4 WOOD STUD
FRAMING, UNLESS NOTED OTHERWISE.
7. ALL INTERIOR WALLS TO BE INSULATED WITH R-13 SOUND ATTENUATION BATTS
8. ALL DRAWINGS ARE DEVELOPED TO CONVEY AND COMMUNICATE DESIGN INTENT.
ANY SPECIAL SHAPES, TRIMS, MOLDINGS, FASTENERS, CONNECTIONS OR
NECESSARY COMPONENTS NOT INDICATED SHALL BE PROVIDED AT THE
CONTRACTORS EXPENSE IN ORDER TO PROVIDE A COMPLETE AND TOTAL
ASSEMBLY.
9. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY AND
VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM
RESULTS FOR ALL WORK, PRODUCTS, INSTALLATIONS, ETC.
10. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS
(HORIZONTAL AND VERTICAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN
FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE IN COMBUSTIBLE
CONSTRUCTION - SECTION 717.2
0 REQUIRED IN CONCEALED WALL SPACES (STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED
STUDS) AS FOLLOWS:
• VERTICALLY AT THE CEILING AND FLOOR LEVEL
• HORIZONTALLY AT INTERVALS NOT TO EXCEED 10'
• BETWEEN CONCEALED VERTICAL AND CONCEALED HORIZONTAL SPACES
CREATED BY FLOOR JOISTS, TRUSSES, AT SOFFITS AND DROPPED CEILINGS
AND SIMILAR CONDITIONS
• BETWEEN STAIRWAY STRINGERS AT THE TOP AND BOTTOM OF THE RUN
• WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISHES AND OTHER
TRIM ELEMENTS AT MAX. INTERVALS OF 20' SO THAT NO OPEN SPACE WILL
EXCEED 100 SQ.FT.
11. GC SHALL COORDINATE ALL MILLWORK (BUILT-INS) LOCATIONS AND DETAILS WITH
ALL SUBS TO AVOID PLUMBING, MECHANICAL, AND ELECTRICAL CONFLICTS
12. ALL RAILING TO BE 42" AFF UNLESS OTHERWISE NOTED.
TOILET ACCESSORY SCHEDULE
MARK
MODEL
DESCRIPTION
REMARKS
PTD
BY OWNER
PAPER TOWEL DISPENSER
G.C. TO PROVIDE BLOCKING AND INSTALL
TPH
BY OWNER
TOILET PAPER HOLDER
G.C. TO PROVIDE BLOCKING AND INSTALL
GBV18
BOBRICK B-6806x18"
18" VERTICAL GRAB BAR
G.C. TO PROVIDE BLOCKING AND INSTALL
GB36
BOBRICK B-6806x36"
36" GRAB BAR
G.C. TO PROVIDE BLOCKING AND INSTALL
GB42
BOBRICK B-6806x42"
42" GRAB BAR
G.C. TO PROVIDE BLOCKING AND INSTALL
NOTES
(1) PROVIDE 2 x BLOCKING FOR ALL TOILET ACCESSORIES (INCLUDING OWNER AND GC PROVIDED ITEMS)
(2) SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS
TOILET PAPER HOLDER
LOCATION TO BE DETERMINED
BY INSTALLER PER ADA
REQUIREMENTS
PAPER TOWEL
DISPENSER
OR HAND
DRYER
m
0_
0
m
0_
0
E
c0
56" MIN. CLEARANCE FOR TOILET ROOM
-56" MI . CLEARANCE FOR ACCESSIBLE COMPA
W/ WALL MOUNTED TOILET
- 59" MI . CLEARANCE FOR ACCESSIBLE COMPA
W/ FLOOR MOUNTED TOILET
(NU OTHER FIXTURES ALLOWED IN THIS AR
SIDE ELEVATION
TMENT
TMENT
A)
36" min. Grab Bar
24" min. 12" min.
GB36
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60" MIN. CLEARANCE
(NO OTHER FIXTURES
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FRONT ELEVATION
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ELECTRICAL PANEL &
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DEMO EXISTING
STAIR AND REPLACE
WITH NEW WOOD STAIR
11" TREADS WITH 7" MAX
RISERS
16" TO 18" FOR ADULT
ACCESSIBLE WATER CLOSET -
17"-19" FOR AMBULATORY CLOSET
NOTE 1: ABOVE DRAWINGS AND DIMENSIONS ARE FOR ADULT FIXTURES AND RESTROOMS ONLY.
ACCESSIBLE RESTROOM MOUNTING HEIGHTS
102.3
SCALE: NTS
HP1
HP2
EXISTING MILL
BUILDING
(NO WORK)
EXISTING MILL
BUILDING
(NO WORK)
NOTE: SECOND FLOOR PLAN DESIGN IS SHOWN FOR FUTURE PLANNING ONLY AND
FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS NOT TO BE OCCUPIED AND
IS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. DRAWINGS FOR THE
SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT AT WHICH
TIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR.
NEW P.T. WOOD DECKING
AND FRAMING TO MATCH
EXISTING
NEW 4" 3,000 PSI CONCRETE
SIDEWALK CONNECTED
TO EXISTING SIDEWALK
NEW WINDOWS IN
NEW FRAMED OPENING
CUSTOM HEIGHT
30 DOOR - FIELD
VERIFY SIZE
NEW FIXED
6 PANEL DOOR TO
MATCH EXISTING
104.3
12' (FIELD VERIFY
AND ADJUST AS
REQUIRED)
24'-10"
NEW P.T. WOOD DECKING
AND FRAMING TO MATCH
EXISTING
BOAT SLIP
NEW GUARD RAIL
42" A.F.F. WITH
4" MAX OPENINGS
UPPER
DECK
6
LOWER
DECK
1DN
NEW Dd-UB-EE— —
6 PANEL I000R-
6'X8' OVERHEAD DOOR 8'X8' OVE
SEATING
SHADED WALLS INDICATE
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ii/Z—
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HATCHED AREA
INDICATES NEW P.T.
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18'-3"
DN
PAMLICO RIVER
NEW P.T. WOOD STAIRS
MAX 7" RISE AND
11" TREADS
EXISTING WALL TO
BE REMOVED AS
REQUIRED FOR TO INSTALL
NEW DOOR AND FRAME
9'-7
10'-2"
COVERED OUTDOOR SPACE
N
EXISTING MILL
BUILDING
(NO WORK)
NEW P.T. WOOD STAIRS
MAX 7" RISE AND
11" TREADS
104.1
NEW WOOD STAIRS
MAX 7" RISE AND
11" TREADS
TAKE EXISTING BARN DOORS
OFF HINGES, SHIFT DOWN,
AND PIN BACK TO EXISTING
WALLAS REQUIRED FOR
NEW ENTRANCE FRAMING
NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED AT
THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY.
DISREGAD STAIRS.
1
NOTE 1: DUE TO POTENTIAL FOR FLOODING, GROUND FLOOR IS
DESIGNED AS UNCONDITIONED, SEASONAL USE SPACE.
NOTE 2: GROUND FLOOR CONSTRUCTION WHERE POSSIBLE SHALL
BE WATERPROOF OR ROT RESISTANT MATERIALS WITH AS LITTLE
CONCEALED SPACE AS POSSIBLE. ALL GROUND FLOOR INTERIOR WALLS
WHERE POSSIBLE TO BE FINISHED WITH CORRUGATED METAL SIDING
WITH PLYWOOD PANELS ON HINGES BELOW.
EXISTING MILL
BUILDING
(NO WORK)
SECOND FLOOR PLAN
SCALE 1/8" = 1'
102.2
FIRST FLOOR PLAN
SCALE 1/8" = 1'
102.1
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57
BW ARCHITECTURE, PLLC
rt
cD
3
100 A OAKMONT DR.
GREENVILLE, NC 27858
252.355.1300
Documents are the exclusive property of BAN
Architecture, PLLC and may not be reproduced or
reused for any purpose without expressed written consent.
Copyright BAP/ Architecture, PLLC.
,`1111111111111111ll'
lll
Wi 4.27.21 \N
' 10568 !�_
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Revisions
No: Date:
Project No: 18036
Date: 4.27.21
FOR PERMIT SET

INSTALL NEW R-25 BATT
INSULATION BETWEEN EACH
RAFTER AT ROOF LEVEL BELOW
WOOD DECKING -ATTACH
NEW T&G Z' PLYWOOD
OR BEADBOARD
WOOD PANELING TO THE
UNDERSIDE OF RAFTERS
AND PAINT
EXISTING 2 x 8 COLLAR
TIES @ 9'-6" A.F.F.
TO REMAIN (TYPICAL)
INSTALL NEW R-25 BATT
INSULATION BETWEEN EACH
RAFTER AT ROOF LEVEL BELOW
WOOD DECKING -ATTACH
NEW T&G 32' PLYWOOD
OR BEADBOARD
WOOD PANELING TO THE
UNDERSIDE OF RAFTERS
AND PAINT
EXISTING WOOD SOFFIT
PANELS TO REMAIN
T
/
HATCHED AREA INDICATES
CHANICAL PLATFORM ABOVE
PE METER WALLS RUN TO BOTTOM
OF E ISTING COLLAR TIES @ 9'-6" A.F.F.
NSTALL NEW 2 x 8 FLOOR -FRAMING
@ ." O.C. (MATCH EXISTING COLLAR TIE
HEIGHT) AND PROVIDE 3/4" PLYWOOD
FLOORING ON TOP SIDE AND PAINTED
PLYWOOD CEILING @ 9'-6" A.F.F. ON
BOTTOM SIDE
NOTE: SECOND FLOOR PLAN DESIGN IS SHOWN FOR FUTURE PLANNING ONLY AND
FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS NOT TO BE OCCUPIED AND
IS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. DRAWINGS FOR THE
SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT AT WHICH
TIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR.
EXISTING FLOOR JOISTS
TO REMAIN (TYPICAL)
EXISTING FLOOR JOISTS
@ +/- 10'-0 A.F.F.
TO REMAIN (TYPICAL)
NEW (2) 2 x 10 FOR
STRINGER SUPPORT
PLYWOOD CEILING
ATTACHED TO BOTTOM
OF EXISTING FLOOR JOISTS
@ +/- 10'-0" A.F.F.
104.3
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EXISTING WOOD BEAM
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HEAD CLEARANCE
NEW (2) 2 X 10 WOOD
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FLOOR JOISTS SUPPORT
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EXISTING WOOD RAFTERS
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(NO WORK)
NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED Al
THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY.
DISREGARD STAIRS.
z
REFLECTED CEILING PLAN
SCALE 1/8" = 1'
103.2
REFLECTED CEILING PLAN FIRST FLOOR
SCALE 1/8" = 1'
103.1
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EBW ARCHITECTURE, PLLC
rt
cD
3
100 A OAKMONT DR.
GREENVILLE, NC 27858
252.355.1300
Documents are the exclusive property of BAN
Architecture, PLLC and may not be reproduced or
reused for any purpose without expressed written consent.
Copyright BAP/ Architecture, PLLC.
,`1111111111111111ll'
lll
Wi 4.27.21 \N
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Revisions
No: Date:
Project No: 18036
Date: 4.27.21
FOR PERMIT SET

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INTERIOR STAIR
104.3
SCALE: NTS
NEW DECK AND RAMP DETAIL
104
4
SCALE: 1/2" = 1'
•
NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED AT
THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY.
DISREGARD STAIRS.
°
L
a
z
0
Z
a
NEW STAIR DETAIL
104.5
SCALE: 1 /2" = 1'
CO
<
O
EXISTING WOOD BARN
SHADED NEW
EXISTING BARN
AND
STYLE DOOR TO BE OPENED
PINNED BACK TO EXISTING
WALL STRUCTURE
WOOD WALL WITHTHS
STUD WALL
5/8" GYPBOARD
D 0RWOODO
STYLE DOOR TO BE OPENED EXISTING ROOF
AND PINNED BACK TO EXISTING
WALL STRUCTURE AND CEILING FRAMING
TO REMAIN
s�001
NEW WOOD STUD
EXISTING EXTERIOR
HEADER AND GYPBOARD
WALL FRAMING TO REMAIN
EXISTING EXTERIOR
EXISTING EXTERIOR
_
CORRUGATED METAL
CORRUGATED METAL
SIDING TO BE RE -USED
FOR INTERIOR WALL
FINISH
SIDING TO BE RE -USED
FOR INTERIOR WALL
FINISH
a
/
\
NEW STOREFRONT ENTRANCE
IN NEW WOOD FRAMED WALL
(STOREFRONT FRAME TO MATCH
EXISTING OPENING PROFILE
(BLACK ALUMINUM STOREFRONT FRAME)
NEW P.T. WOOD RAILING
SYSTEM 42" A.F.F.
(n
O
•,>
ai
W
@
4" MAX OPENING
EXISTING WOOD
FLOORING AND
)=.
-
FRAMING TO REMAIN
—
I III II1
EXISTING WOOD j
TO REMAIN
NEW STOREFRONT
IN NEW
(STOREFRONT
EXISTING
(BLACK
ENTRANCE
WOOD FRAMED WALL
FRAME TO MATCH
OPENING PROFILE
ALUMINUM STOREFRONT
FRAME)
V EXISTING WOOD
TO REMAIN
-1 \ NEW P.T. WOOD FRAMED
LANDING
CL
Z
Project No: 18036
Date: 4.27.21
FOR PERMIT SET
SECOND FLOOR INTERIOR ELEVATION
104
SECOND FLOOR EXTERIOR ENTRANCE SECTION
104
1
Al
04
SCALE: NTS
•2
SCALE: NTS
•
'
DETAILS
104
1
SCALE 1/2" = 1'
'

z
H-D Holdings of
Washington LLC
Deed Book 2008 Page 212
®- 50' River Setback _
30' River Setback
Existing
Commercial
Mill not in use
Existing Bulkhead
Proposed Gate
Existing Bulkhead
27.57'
Waters of River
under an
Existing Structure
N 28°59'12" E
City of
Washington, NC
Pamlico River
Proposed
6'Concrete
Walk Way
360 sg ft
Existing Bulkhead
0.`Old °S C y,{
® o7 t -434 ..
= Denotes existing
impervious surface
of the City of Washington
New Handicap
Parking Space
1
A Site Plan of Proposed Commercial Improvements for:
Stewart
Parkway
50' River
Setback
Legend
O = NPS (No Point Set)
= NIP (New Iron Pipe )
= EIP ( Existing Iron Pipe)
= Mag Nail (Magnetic Survey Nail)
= PP (Power Pole)
All NIP are 1"in diameter iron pipe
24"long
Units are Degrees Minutes & Seconds
and US Survey Foot
- Line Surveyed
- Line Not Surveyed
Holdings of ashington, LL
Located on West Main Street
Washington, NC
Sorrell Land Surveying, Inc. C-3508
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Drive Washington, NC
Mapping HAS/SHS Phone [phone]
This drawing does not conform
to GS 47-30. It is not suitable
for recordation, conveyances or
sales. It to assist enviormental
permitting only.
30 15
30 60
90

ROY COOPER
tjovernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
interim Director
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
NORTH CAROLINA
Environmental Quality
County:
Upon completion of all work approved within the 401 Water Quality Certification and/or Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401 & Buffer Permitting Unit, North Carolina Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be returned to DWR by the applicant, the
applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
, hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent
of the 401 Water Quality Certification and/or Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent
of the 401 Water Quality Certification and /or Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
If this project was designed by a Certified Professional
Date:
, as a duly registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance and intent of
the 401 Water Quality Certification and/or Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Registration No. Date
�prY'r+l d Im4.s�.mtr GWl,�
North Carolina Department of Environmental Quality 'Division of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481