HomeMy WebLinkAboutBLD-2024-0857 - RESIDENTIAL REMODELFIXTURES
Qty Plumbing Fixtures
PARCEL: P31827
LEGAL DESCRIPTION:
APPLICANT: Brich, Jed
2708 J Ave
Anacortes, WA 98221
3603916272
OWNER: BRICH JEDEDIAH FITZPATRICK
UNKNOWN
ANACORTES, WA 98221
VALUATIONS:
Estimated construction cost 100000.00 $100,000.00
$100,000.00Total:
FEES:Paid Due
SFR or duplex site plan review $60.00 $0.00
State Building Code Council fee $6.50 $0.00
Building Permit Fee $993.75 $0.00
Mechanical and plumbing
remodel fixtures fees
$55.15 $0.00
Storm Water Review Sq Ft $30.72 $0.00
Plan Review Fee $645.94 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
Initial BMP's. This stormwater inspection must be
completed prior to any other inspections.
Footings
Sewer Line
Sewer Line
STORMWATER BMPS 1ST MID PROJECT INSPECTION
Mechanical Rough-In
Plumbing Rough-In
Shear Wall and Nailing
Framing
Drywall or Lath
CONSTRUCTION CONTRACTOR:KREIDER CONSTRUCTION INC
1010 22ND ST
ANACORTES, WA 98221
360.707.5588
License: KREIDCI024PE
Expires: 10/30/2027
$1,792.06
BLD-2024-0857 RESIDENTIAL REMODEL
ISSUED:
EXPIRES:
08/17/2025
08/17/2027
PROJECT NAME: 2708J ADDITION
SITE ADDRESS: 2708 J AVE ANACORTES
Page 1 of 2Printed by : Jennifer Watson on: 10/29/2025 12:34 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
Please request inspections online through the permit portal.
If that is not possible please call (360) 293-1901 for Building or Planning inspections.
For Public Works inspections, please call (360) 293-1938.
Foundation
Storm Drain Connection
Perimeter Drains
Underslab
Underground Plumbing
Underfloor
Gas Piping
Insulation
Fenestration U-Factors
Roofing Final
Permeable Soil Depth
Cross Connection or backflow assembly verified
Building Final
Stormwater Final
Page 2 of 2Printed by : Jennifer Watson on: 10/29/2025 12:34 PM
City of Anacortes, WA
RESIDENTIAL REMODEL BLD-2024-0857
After construction entrance is removed,
driveway/curb/gutter/sidewalk need to be
constructed per AMC and engineering
standards.
N
TITLE PAGE / PROJECT SUMMARY / SHT.
INDEX / VICINITY MAP / PROJECT
DIRECTORY
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
BRICH ADDITION
2708 J AVENUE, ANACORTES, WA
7/30/2025
PROJECT DIRECTORY
OWNER JED BRICH
2708 J AVENUE
ANACORTES, WA 98221
CONTACT JED BRICH
360-391-6272
WILLEEQUIXOTEE@GMAIL.COM
BUILDING DESIGNER CURRIE DESIGN GROUP, LLC
3916 S Avenue
ANACORTES, WA 98221
CONTACT STUART CURRIE
360-941-1789
PROJECTS@CURRIEDESIGNGROUP.COM
STRUCT. ENGINEERING TIM GARRISON, PE
2316 ANTONE WAY
ANACORTES, WA 98221
CONTACT TIM GARRISON,
360-708-1865
TIMG@TIMKGARRISON.COM
GENERAL CONTRACTOR JED BRICH
2708 J AVENUE
ANACORTES, WA 98221
CONTACT JED BRICH
360-391-6272
WILLEEQUIXOTEE@GMAIL.COM
SHEET INDEX
SHEET SIZE
ARCHITECTURAL D
T1
ABBREVIATIONS
PROJECT SUMMARY
T1 TITLE PAGE / PROJECT SUMMARY / SHT. INDEX / VICINITY MAP /
PROJECT DIRECTORY
T2 GENERAL NOTES / ALARMS / VENTILATION / ENERGY CODE &
COMPLIANCE
C1 SURVEY
C2 SITE PLAN
A1 EXSTING FLOOR PLANS - MAIN LEVEL
A2 EXTERIOR ELEVATION - NORTH & SOUTH
A3 BUILDING SECTIONS AA & BB
A4 TYP. WALL SECT., WINDOW WRAP
S1 STRUCTURAL ENGINEERING PLANS
S2 STRUCTURAL ENGINEERING NOTES
INTENT OF DRAWINGS
The Intent of these Documents is to provide the basic information necessary for an
experienced General Contractor to properly execute the work, complete in all respects
unless specifically noted otherwise.
Dimensions: The drawings may not be drawn to scale in some instances; follow
dimensions but do not scale drawings. Where dimensions are noted “verify”, consult the
Building Designer for critical dimension criteria. All dimensions are given to the face of
stud or top plate, plywood subfloor, and face of concrete, unless noted.
Interpretations: These documents are subject to interpretation. Any detail, dimension, or
statement not completely clear to the Contractor shall be referred to the Building Designer
for interpretation. By proceeding without interpretation, the Contractor assumes the
responsibility for making corrections, if so directed by the Building Designer, at the
Contractor’s expense.
Conflicts: Conflicts in the drawings or conflicts between any drawing and specification
shall be brought immediately to the attention of the Building Designer who will render a
final decision as to the result intended. Where conflicts occur, it shall be assumed that the
Contractor has figured the most expensive installation. If the Contractor does work that
conflicts with another part of the drawings or specifications before receiving a decision
from the Building Designer, he shall remove all such work deemed necessary by the
Building Designer at his own expense. After the Contract is signed, no increase in price
will be allowed for any conflict or for any omission when the intent, as interpreted by the
Building Designer, is established by the character of the project, similar conditions which
exist elsewhere in the project, or by surrounding conditions.
Codes and Ordinances: The whole of the work is to be executed in strict accordance with
applicable codes and ordinances. The Contractor shall secure and pay for all permits
except general Building Permit which the Owner will secure. Any work required by code
but not specifically called out in drawings or specifications is part of this contract. If there
is a conflict in drawings or specifications with a code, the code shall govern. Any conflicts
shall be brought to the attention of the Building Designer per “Conflicts” paragraph above.
At completion of the work, supply the Owner with “final signed off” electrical, plumbing,
mechanical and building permits (even though some may be Owner secured).
PROJECT LOCATION
VICINITY MAP
GENERAL NOTES / ALARMS / VENTILATION /
ENERGY CODE & COMPLIANCE
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
7/30/2025
SHEET SIZE
ARCHITECTURAL D
T2
VENTILATION
GENERAL NOTES
2021 ENERGY CODE
ALARMSALARMS
2021
D01D01
W01W01 W01W01
D02D02
DN
UP
E1E1 E2E2
E3E3
A
A4
A
A4
A
A4
A
A4
B
B
B
B
24'-9 1/2"
16'-1 3/8"
33'-11 15/16"
6'-9 1/4"7'-1 3/16"8'-5 13/16"
2'-5 1/4"
16'-1 3/8"
6 11/16"
13'-2" X 13'-5"
10'-0" X 11'-5"
9'-11" X 10'-1"
13'-2" X 19'-6"
3'-9" X 10'-2"
7'-10" X 6'-0"
5'-11" X 2'-0"
11'-5" X 8'-7"
22'-10" X 15'-0"
EXST. DECK
PROPOSED UTILITY ROOM, ARTS & CRAFTS
ADDITION
EXST. KITCHEN
EXST. LIVING
EXST. BEDROOM
EXST. BEDROOM
EXST. BATH
EXST. HALL
EXISTING HOUSE
1
A4
1
A4
E4
A3
E4
A3
CLOSET
DN
W02W02
D03D03
W04W04 W05W05
W03W03
W03W03
E1E1 E2E2
E3E3
A
A4
A
A4
A
A4
A
A4
B
B
B
B
24'-2"
7'-9"2'-3"2'-7"3'-11 5/8"7'-8"
12'-6 15/16"11'-7 5/8"
24'-2 9/16"
5'-0 7/16"
6'-8"
16'-4 15/16"
16'-5 3/8"
1'-9 7/8"
1'-6 3/4"
11'-2" X 15'-10"
4'-6" X 8'-6"ADDITION
PROPOSED BEDROOM
DN
EXISTING HOUSE
PROPOSED
BATH
E4
A4
E4
A4
D2
A4
D2
A4
EXISTING ATTIC
7' - 6" UPPER LEVEL
SETBACK
1 2SCALE 1/4" = 1' - 0"0 3
PROPOSED MAIN LEVEL FLOOR PLAN
4 5 10 1 2SCALE 1/4" = 1' - 0"0 3
PROPOSED UPPER LEVEL FLOOR PLAN
4 5 10
3068
2846SH
2846SH
2846SH
5133LS
5146FX30685146FX
2846SH
41068
21068
2868
21068
2868
411682868
DN
6'-4 3/16"
2'-8"
4'-1 13/16"
16'-2"
4'-9"
5'-1"
5'-8"
2'-8"
15'-11"
24'-3"2'
26'-3"
4'-11"
2'-8"
4'-3"
11'-10"
9'-1"
13'-2"
34'-1"
15'-2"3'6'
2'-1"24'-2"
26'-3"
4'-9"
5'-1"
5'-8"
2'-8"
10'-4"
2'-8"
2'-11"
34'-1"
2'
EXST. DECK
EXST. LIVING
EXST. BEDROOM
EXST. BATH
EXST. BEDROOM
EXST. KITCHEN
EXST. HALL
1 2SCALE 1/4" = 1' - 0"0 3
EXISTING MAIN LEVEL FLOOR PLAN
4 5 10
EXSTING FLOOR PLANS - MAIN LEVEL
FLOOR PLANS - MAIN LEVEL
FLOOR PLANS - UPPER LEVEL
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
7/30/2025
SHEET SIZE
ARCHITECTURAL D
A1
TOP OF FOOTING
-2'-2 3/8"
8"
TOP OF SUBFLOOR - 1ST FLOOR
-1'-2"
1'-0 3/8"
TOP OF PLATE
7'-11 1/8"
9'-1 1/8"
TOP OF SUBFLOOR - 2ND FLOOR
8'-7 7/8"
8 3/4"
TOP OF PLATE
17'-2 9/16"
8'-6 11/16"
RIDGE
18'-2"
11 7/16"
BOTTOM OF FOOTING
TOP OF FOOTING
-2'-2 3/8"
8"
TOP OF SUBFLOOR - 1ST FLOOR
-1'-2"
1'-0 3/8"
TOP OF PLATE
7'-11 1/8"
9'-1 1/8"
TOP OF SUBFLOOR - 2ND FLOOR
8'-7 7/8"
8 3/4"
TOP OF PLATE
17'-2 9/16"
8'-6 11/16"
RIDGE
18'-2"
11 7/16"
BOTTOM OF FOOTING
W01W01
D02D02
W04W04
W01W01
W05W05
14'-6 3/4"
1'-6 3/4"
GRADE
12
6
12
6
12
6
1/4
12
7' - 6"
SETBACK
14'-6 3/4"
1'-6 3/4"
GRADE
12
6
12
6
12
6
1/4
12
7' - 6"
SETBACK
W01W01
D02D02
W04W04
W01W01
W05W05
W03W03 W03W03
D01D01
BOTTOM OF FOOTING-2'-10 3/8"
TOP OF FOOTING
-2'-2 3/8"
8"
GRADE
-2'
2 3/8"
TOP OF SUBFLOOR - MAIN LEVEL
-1'-2"
10"
TOP OF FOUNDATION
7'-8 1/8"
8'-10 1/8"
TOP OF (2) P.T. 2X12 PLATES
7'-11 1/8"3"
TOP OF SUBFLOOR - UPPER LEVEL
8'-7 7/8"8 3/4"
TOP OF PLATE
17'-1 1/2"
8'-5 5/8"
HIGHEST RIDGE
18'-2"
1'-0 1/2"
BOTTOM OF FOOTING-2'-10 3/8"
TOP OF FOOTING
-2'-2 3/8"
8"
GRADE
-2'
2 3/8"
TOP OF SUBFLOOR - MAIN LEVEL
-1'-2"
10"
TOP OF FOUNDATION
7'-8 1/8"
8'-10 1/8"
TOP OF (2) P.T. 2X12 PLATES
7'-11 1/8"3"
TOP OF SUBFLOOR - UPPER LEVEL
8'-7 7/8"8 3/4"
TOP OF PLATE
17'-1 1/2"
8'-5 5/8"
HIGHEST RIDGE
18'-2"
1'-0 1/2"
W03W03 W03W03
D01D01
DOOR SCHEDULE
3D EXTERIOR ELEVATION NUMBER QTY FLOOR SIZE DESCRIPTION
D01 1 1 9080 EXT. BI-FOLD GLASS WALL
D02 1 1 2868 L EX EXT. HINGED-PANEL
D03 1 2 2668 L IN HINGED-PANEL
WINDOW SCHEDULE
3D EXTERIOR ELEVATION NUMBER QTY FLOOR SIZE EGRESS DESCRIPTION
W01 2 1 5030LS LEFT SLIDING
W02 1 2 2640SC YES SINGLE CASEMENT-HL
W03 2 2 2846SH SINGLE HUNG
W04 1 2 5030LS LEFT SLIDING
W05 1 2 3010AW SINGLE AWNING
54
PROPOSED EXTERIOR ELEVATION - SOUTH
SCALE 1/4" = 1' - 0"0 1 2 3 10
5 104
PROPOSED EXTERIOR ELEVATION - NORTH
SCALE 1/4" = 1' - 0"0 1 2 3 5 104
PROPOSED EXTERIOR ELEVATION - WEST
SCALE 1/4" = 1' - 0"0 1 2 3
EXTERIOR ELEVATION - NORTH & SOUTH
EXTERIOR ELEVATION - WEST
DOOR SCHEDULE, WINDOW SCHEDULE
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
7/30/2025
SHEET SIZE
ARCHITECTURAL D
A2
D1
A5
D1
A5
BEDROOM
WORKSHOP
BEDROOM
WORKSHOP
BUILDING SECTION A-A
SCALE 1/4" = 1' - 0"0 5 101234 1012SCALE 1/4" = 1' - 0"0 3
ROOF FRAMING PLAN
4 5
BUILDING SECTION B-B
SCALE 1/4" = 1' - 0"0 5 101234
W01W01 W01W01
W04W04
W05W05
D02D02
1'
BEDROOM
BATHROOM
STORAGE
WORKSHOP
1/4 12
12
6
1'
BEDROOM
BATHROOM
STORAGE
WORKSHOP
1/4 12
12
6
W01W01 W01W01
W04W04
W05W05
D02D02
1/4 : 12SOUTH ROOF 6 : 12NORTH ROOF
SOUTH ROOF BLKNG BLKNG
NORTH ROOF RIDGE
SOUTH ROOF SUB FASCIA
1 2SCALE 1/4" = 1' - 0"0 3
FOUNDATION PLAN
4 5 10
5/8"TYPE X G.W.B.
EXST. WALL 2X4 WALL FRAMING
NEW WALL 2X4 WALL FRMNG
OVERFRAME EXST. ROOF
1/2" PLYWOOD
1/2" PLYWOOD
1/2" G.W.B.
1 2SCALE 1/4" = 1' - 0"0 3
UPPER LEVEL FLOOR FRAMING PLAN
4 5 1 2SCALE 1/4" = 1' - 0"0 3
ROOF PLAN
1 2SCALE 1/4" = 1' - 0"0 3
COMMON WALL CONST.
12"
12"
5/8" TYPE X G.W.B.
1/2" PLWD PER STRUCT. ENGR.
EXST. 2X4 FRAMING
EXST. 1/2" LATH
EXST. PLASTER
ASPHALT SHINGLES
FLR. JOIST PER STRUCT. ENGR.
EXST. RAFTERS
1/2" G.W.B.
1/2" PLWD PER STRUCT. ENGR.
2X4 FRAMING W/ INSUL.
W.R.B.
2" ROCKWOOL INSUL.
HORZ. Z GIRT
MIN 1/8" GAP BTWN EXT FIN & WATER RESISTIVE BARRIER
CORRUGATED METAL SIDING
EXST FLR JOIST
4X4 BLOCK @ 24" O.C.
P.T. SILL PLATE
MEMBRANE ROOFING
EXST. SUBFLOOR
WINDOW
1/2" G.W.B.
5/8" A.B. @ 60' MAX
EXST. CEILING
JOIST & FINISH
1/2" G.W.B.
1/2" PLWD PER STRUCT. ENGR.
EXST. 1/2" LATH
EXST. 2X4 FRAMING
11RD11RD
1PW1PW
MIN.
MIN.
92FT92FT
95S95S
NO SHEATHING JOINTS WITH IN THIS AREA
1PW1PW
16d @ 6" O.C. MAX
NO SHEATHING JOINTS WITH IN THIS AREA
1PW1PW
1PW1PW
82L82L
12FD12FD
16d @ 6" O.C. MAX
61J61J
20H20H
A34 @ 24" O.C. MAX
REMOVE EXST. LATH & PLASTER
1 2SCALE 1/4" = 1' - 0"0 3
COMMON WALL CROSS SECT. DTL.
4 5
BUILDING SECTIONS AA & BB
FOUNDATION PLAN, ROOF PLAN
UPPER LEVEL FLR FRMNG PLAN, ROOF
FRMNG PLAN
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
7/30/2025
SHEET SIZE
ARCHITECTURAL D
A3
EXST. HOUSE
EXST. HOUSE
EXST. HOUSE
EXST. HOUSE
10 4 5 E4E4
ROOFING MATERIAL
ENHANCED WRB
PLYWOOD SHEATHING
R38 CAVITY INSULATION
2X12 RAFTERS
1/2" GYPSUM WALLBOARD
EXTERIOR FINISH (CORTEN CORRUGATED SIDING )
R10 MINERAL FIBER CONTINUOUS INSULATION
(ROCKWOOL OR SIMILAR)
HORZ. GIRTS WITH 1/2" MINIMUM AIR SPACE
ENHANCED WRB
1/2" PLYWD SHEATHING
R13 CAVITY INSULATION
2X4 FRAMING
1/2" GWB
RIM JOIST PER STRUCT. ENGR.
P.T. PER STRUCT. ENGR.
ANCHOR BOLT PER STRUCT. ENGR.
FLOOR FINISH
3/4" T&G SUBFLOOR PER STRUCT. ENGR.
FLOOR JOISTS PER STRUCT. ENGR.
FLOOR FINISH
4" CONC. SLAB REINFORCED PER STRUCT. ENGR.
6 MIL POLYETHYLENE VAPOR BARRIER
HYDRONIC PIPE CIRCUIT
R10 FOAM UNDERSLAB INSUL.
FINISHED GRADE
4" DIA. SCHED. 30 PVC PIPE W/
HOLES FACING DOWNWARD)
MIN.
METAL GUTTER ON 1 X 8 FASCIA
ATTACHED TO 2 X 6 SUB-FASCIA
EXTERIOR FINISH (CORTEN CORRUGATED SIDING)
HORZ. GIRTS W/ 1/2" MIN. AIR SPACE
ENHANCED WRB
R24 INSULATED CONCRETE FORMWORK
6" CONC. WALL REINFORCE PER STUCT. ENGR.
1/2" GWB
HORZ. ALUMINUM Z GIRTS @ 24" O.C.
4"
6"
TIGHT-LINE DOWNSPOUT DRAIN
GEO-TEXTILE FILTER FABRIC
TO WRAP ENTIRE STONE BED
2X BELLY BAND W/ FLASHING
CORRUGATED MTL.SIDING
6" ICF
1/2" G.W.B.
5/8" TYPE X G.W.B.
1/2" PLWD
1/2" LATH
2X4 FRAMING
1/2" LATH
PLASTERCONC. ANCHOR PER ENGR.
P.T. STUD PER STRUCT. ENGR.
EXTERIOR FINISH (CORTEN CORRUGATED SIDING )
R10 MINERAL FIBER INSULATION (ROCKWOOL OR SIMILAR)
HORZ. GIRTS WITH 1/2" MINIMUM AIR SPACE
ENHANCED WRB
1/2" PLYWD SHEATHING
R13 CAVITY INSULATION
2X4 FRAMING
1/2" GWB
WINDOW
TYP. WALL SECT., WINDOW WRAP
WINDOW & GLASS DOOR GUARDS, STAIRS
DETAILS DRAWINGS
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
WINDOW WRAP DETAILS WINDOW & GLASS DOOR GUARDS
7/30/2025
SHEET SIZE
ARCHITECTURAL D
TYP. ROOF, WALL, FLR. & FND. SECT.
SCALE: NONE 3
TYP. HANDRAIL PROFILES
A4
SCALE: NONE 5
SCALE: NONE
SCALE: NONE1SCALE: NONE
D2
4
2
SCALE: NONE 9
SCALE: NONE
SCALE: NONE
SCALE: NONE
10
6TYP. STAIR SECTIONTYP. STAIR ELEVATION
TYP. HANDRAIL ELEVATION
TYP. GUARD ELEVATION
SCALE: 11/2" = 1'- 0"D1ICF / FRAMED WALL CONNECTION WALL CORNER CONNECTION
2708J Ave Small Site Construction SWPPP.docx Updated 8/28/2023 page 1 of 6
Permit #:
Received by:
Small Site Construction SWPPP
City of Anacortes Stormwater · 904 6th Street · Anacortes, WA 98221
Stormwater inspector: 360-630-1037
General Information
Project Name Jed Brich Addition Parcel Size 0.31 acres
Project Address 2708 J Avenue
Property Owner Jed Brich Phone 360-391-6272
Site Contact Jed Brich Phone 360-391-6272
Project
Description
Describe the nature and purpose of the construction project. Include the total size of the area, any increase in
existing impervious area; the total area expected to be disturbed by clearing, grading, excavation or other
construction activities, including off-site borrow and fill areas; and the volumes of grading cut and fill that are
proposed.
This project will demolish a 160 square foot concrete patio, 80 square foot shed, and
162 square foot existing addition (402 square feet total). The project will then construct
a new 384 square foot addition in the same location.
Erosion control
lead or
responsible
party
Jed Brich Phone 360-391-6272
Engineer/Firm Herrigstad Engineering PS Phone 360-299-8804
****************************************************************
I acknowledge that I have read the information presented to me and agree to abide by the BMP rules.
__Jed Brich_____ _____________________
Printed name Signature
______________________
Date
****************************************************************
Site Conditions
Adjacent Areas. See the site plan, drainage plan, and construction drawings approved for the associated permit.
Critical areas. See the critical areas site plan approved for the associated permit.
Attach a copy of your stormwater site plan submitted with your building/grading permit application and attach pictures of
construction site.
*Stormwater site plan shall list all BMPs for inspectors
BLD-2024-0857
Aaron Esterholt
Stormwater Review
2708J Ave Small Site Construction SWPPP.docx Updated 8/28/2023 page 2 of 6
2708J Ave Small Site Construction SWPPP.docx Updated 8/28/2023 page 3 of 6
Best Management Practices Illustration
Turn the page to see information corresponding to each numbered circle
below.
About this Pollution Prevention Plan
This is Anacortes’s Small Site Construction Stormwater
Pollution Prevention Plan (“Construction SWPPP”)
intended to ensure your construction project minimizes
erosion and does not contribute pollution, including
sediment, to stormwater. This SWPPP is primarily
intended for projects under 2,000 sq ft.
This plan uses certain Best Management Practices
(“BMPs”) from the Stormwater Management Manual.
Some detailed descriptions are included; the remainder
and additional information are available at
https://fortress.wa.gov/ecy/publications/parts/1410055pa
rt4.pdf#page=27 The listed BMPs are the minimum
necessary; if erosion occurs, you must add
additional BMPs as necessary to control it.
You should include your Construction SWPPP in your
contract with your builder. You must keep a copy of this
SWPPP on the construction site or within reasonable
access to the site for construction and inspection
personnel at all times.
Property owners and contractors are responsible for
ensuring all aspects of BMPs are followed, including
those not shown on the detail sheets. This Construction
SWPPP should be considered a living document and
must be updated as needed to reflect site conditions.
Preserve Vegetation/Mark Clearing Limits
Before any land disturbance, including clearing and
grading, clearly mark all clearing limits, sensitive areas
and their buffers, and trees that are to be preserved
within the construction area. Retain natural vegetation in
an undisturbed state to the maximum extent practical.
Use these BMPs:
C101 to preserve natural vegetation
C102 to establish buffer zones around important
vegetation you want to save
C103 High Visibility Fencing to mark the
boundaries of your buffers
C233 Silt Fence to ensure sediment doesn’t leave
the site
Establish Construction Access
Construction vehicles can damage or compact
soils, create sediment pollution, or track sediment
onto public roads.
All equipment and vehicles that access the construction
area must use an existing driveway or a stabilized
construction entrance.
Use BMP C105 Stabilized Construction Entrance
wherever traffic will be entering or leaving a
construction site if paved roads are within 1,000 ft of
the site. Construct a 12-inch thick pad of 4-inch to 8-
inch quarry spalls, a 4-inch course of asphalt treated
base, or use existing pavement. Place a separation
2
1
1b
1b
1b
2
1a
4
7
9a
9b
5
9b
2708J Ave Small Site Construction SWPPP.docx Updated 8/28/2023 page 4 of 6
geotextile under the spalls to prevent fine sediment
from pumping up into the rock pad. Install the
construction entrance prior to any vehicles entering
the site, at the location shown on the site plan.
Create only one construction entrance per site.
Use BMP C103 High Visibility Fencing to restrict
traffic to the construction entrance.
Remove any sediment that is tracked onto pavement
by shoveling or street sweeping and remove the
collected sediment or stabilize it on site.
Control Flow Rates (not shown)
Stormwater on a cleared site can create significant
flows that can damage downstream properties.
Protect properties and waterways downstream of the
project site from erosion and the associated discharge of
turbid waters. If your project is required to control flow
rates, you must use the following BMPs as shown on the
approved site plan:
C203 Water Bars
C209 Outlet Protection
C235 Straw Wattles
Install Sediment Controls
When land is cleared of vegetation, stormwater can
pick up sediment, a pollutant. BMPs can prevent
sediment from leaving the site.
You must install sediment controls before land
disturbance to effectively minimize and control the
discharge of pollutants and sediments.
Use and properly install BMP C233 Silt Fence. You
must bury the filter fabric as shown in the diagram in
order for the BMP to be effective. You must repair the silt
fence if it is damaged.
Consider the following additional BMPs:
C231 Brush Barrier
C232 Gravel Filter Berm
C234 Vegetated Strip
C235 Straw Wattles
Note that C230 Straw Bale Barrier is no longer an
approved BMP.
Stabilize Soils
Leaving soils devegetated or exposed needlessly
creates erosion and sediment problems.
Stabilize all exposed soils whenever construction
work will stop for more than two days at a time during
the wet season (October 1 to April 30) or 7 days the
rest of the year (the dry season).
Stabilize all exposed soils at the end of the shift
before a holiday or weekend.
Stabilize all exposed soils with either vegetation, mat
coverings, mulching, or in those areas to be paved, a
compacted base material.
Use BMP C123 Plastic Covering over all stockpiles
with plastic or burlap if left unworked. Place sand-
filled burlap or geotextile bags every 3 to 6 ft along
seams and tie them together with twine to hold them
in place.
If you excavate soil for the foundation, backfill that
soil against the foundation and grade it to drain away
from the building. Once the disturbed landscape
areas are graded, you must seed or sod the grass
areas.
Consider the following additional BMPs:
C120 Temporary and Permanent Seeding
C121 Mulching
C122 Nets and Blankets
C124 Sodding
C125 Topsoiling/Composting
C131 Gradient Terraces
C140 Dust Control
Protect Slopes (not shown)
Slopes can be especially vulnerable to erosion, but
BMPs can mitigate sediment problems.
Design and construct cut-and-fill slopes to minimize
erosion. Use the following practices:
Reduce continuous length of slope with terracing
and diversions
Reduce slope steepness
Roughen slope surfaces
Use BMP C123 Plastic Covering over all exposed
slopes
Use BMP C120 Temporary and Permanent Seeding
as soon as possible on exposed slopes
Manage off-site stormwater (run-on) separately from
stormwater generated onsite. Divert off-site stormwater
or groundwater away from slopes and disturbed areas
with interceptor dikes, pipes, or swales.
You may not create cut slopes over 4 feet high or slopes
steeper than 2 feet horizontal to 1 foot vertical. Fill
slopes may not exceed 4 feet high or 3 feet horizontal to
1 foot vertical. Slopes that exceed these criteria require
engineering.
Consider the following additional BMPs:
C121 Mulching
C122 Nets and Blankets
C124 Sodding
C203 Water Bars
6
5
4
3
2708J Ave Small Site Construction SWPPP.docx Updated 8/28/2023 page 5 of 6
C208 Triangular Silt Dike (Geotextile‐Encased
Check Dam
Protect Drain Inlets
Storm drains are designed to collect and transport
clean stormwater, not water contaminated with
sediment or other pollutants. Storm drain inlets
must be protected so that runoff does not enter the
stormwater system without first being filtered or
treated or both.
Use BMP C220 Storm Drain Inlet Protection to
protect all proposed and existing storm drain inlets
during construction so that stormwater runoff does
not enter the stormwater conveyance system without
first being filtered or treated (or both) to remove
sediment or other pollutants.
Clean or remove and replace inlet protection devices
when sediment has filled one-third of the available
storage (unless a different standard is specified by
the product manufacturer).
Keep all approach roads clean.
Do not allow sediment and street wash water to
enter storm drains without treatment.
Stabilize Channels and Outlets
Stormwater channels and outlets can themselves
erode unless stabilized with rock or other armoring.
Design, construct, and stabilize all on-site conveyance
channels to prevent erosion as needed. Use BMP C209
Outlet Protection to provide stabilization, including
armoring material adequate to prevent erosion of outlets,
adjacent streambanks, slopes, and downstream reaches
at the outlets of all conveyance systems.
Consider the following additional BMPs:
C122 Nets and Blankets
C202 Channel Lining
Control Pollutants
Waste materials, demolition debris, and other
pollutants that occur onsite during construction can
contaminate the stormwater system unless
managed. Cement and related products can modify
the pH of stormwater.
Provide cover, containment, and protection from
vandalism for all chemicals, liquid products, petroleum
products, and other materials that have the potential to
pose a threat to human health or the environment.
Anytime you pour concrete, perform washout of the
concrete trucks following BMP C154 Concrete Washout
Area at designated washout areas only. Locate washout
areas at least 50 ft from sensitive areas such as storm
drains, open ditches, or water bodies, including
wetlands.
Clean contaminated surfaces immediately following any
spill incident. Apply fertilizers and pesticides in a manner
and at rates that will not result in loss of chemical via
stormwater runoff.
Use the following additional BMPs:
C151 Concrete Handling
C152 Sawcutting and Surfacing Pollution Prevention
C153 Material Storage, Delivery, and Containment
Control De-Watering (not shown)
De-watering water extracted from foundations,
vaults, or trenches, has similar characteristics to
stormwater runoff at the site and can cause the
same impacts unless properly managed.
You may discharge clean, non-turbid de-watering, such
as well-point ground water, to systems that are
tributaries to, or directly into, surface waters if the de-
watering flow does not cause erosion or flooding or
interfere with the operation of the stormwater system.
Use the following BMPs:
C220 Storm Drain Inlet Protection
C236 Vegetative Filtration
Maintain BMPs (not shown)
All temporary and permanent erosion and sediment
control BMPs must be maintained and repaired as
needed to assure continued performance of their
intended function.
During the dry season, inspect sediment control BMPs
weekly or after a runoff-producing storm event. During
the wet season, inspect BMPs daily. Use BMP C150
Materials on Hand to ensure you are ready for a heavy
rain.
All temporary erosion and sediment control BMPs must
be removed within 30 days after the City determines that
the site is stabilized or after the temporary BMPs are no
longer needed. Trapped sediment must be removed or
stabilized on site. Disturbed soil areas resulting from
removal of BMPs or vegetation must be permanently
stabilized.
Manage the Project (not shown)
Phasing a project, especially when revegetation
occurs as part of each phase, can help prevent the
transport of sediment from the site.
Fully implement this Construction SWPPP at all
times.
12
11
10
9
8
7
2708J Ave Small Site Construction SWPPP.docx Updated 8/28/2023 page 6 of 6
Modify this Construction SWPPP whenever there is
a change in design, construction, operation, or
maintenance at the construction site that has or could
have a significant effect on the discharge of
pollutants to waters of the state.
Inspect, maintain, and repair all BMPs as needed to
ensure continued performance of their intended
function.
Protect Low-Impact Development BMPs
Low-Impact Development techniques can be
damaged if they are compacted or accumulate
sediment during construction.
If there are any Low-Impact Development BMPs planned
for the site:
Use BMP C103 High Visibility Fence to exclude all
construction and foot traffic from the infiltration, bio-
retention, or rain garden areas.
Protect all infiltration areas or bio-retention and rain
garden BMPs from sedimentation through installation
and maintenance of erosion and sediment control
BMPs on portions of the site that drain into those
areas.
Use BMP C233 Silt Fence or C234 Vegetated Strip
to control and avoid introducing sediment onto
permeable pavements. Bury the bottom of the filter
fabric at least 4 inches below the ground surface.
Backfill and tamp soil in place over the buried
portion of the filter fabric, so that no flow can
pass beneath the fence and scouring cannot
occur. Drive or place the fence posts into the ground
at least 18 inches. A 12-inch minimum depth is
allowed if topsoil or other soft subgrade soil is not
present and 18 inches cannot be reached.
If pavements are fouled with sediments or no longer
pass an initial infiltration test, clean them using
procedures from the Stormwater Manual or the
manufacturer’s procedures.
Consider the following additional BMPs:
C102 Buffer Zones
C208 Triangular Silt Dike
C231 Brush Barries
13
EXST. HOUSE
820.35 SQ FT EXST. DECK
111.46 SQ FT
EXST. SHOP1,269.29 SQ FT
11'
S0° 1' 47"E
283'
S89° 47' 58"W
11'
N0° 27' 22"W
283'
N89° 47' 58"EPARCEL NUMBER P57872
LOT SIZE: 3,157.31 SQ FT
SSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
GRAVEL DRIVEWAY
2,187.74 SQ FT
M
G G
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWUPUPUPUPUPUPUPUPUPUPUPUPUPUP
UP
UP
UP
UP
W
W
W
UP
UP
146'144'148'150'
EXST. GUEST HOUSE
702.2 SQ FT
G G G G G G
G
G G G G G G GG
ADDITION
383.97 SQ FT 40'
S0° 1' 47"E
283'
S89° 47' 58"W
39'
N0° 27' 22"W
283'
N89° 32' 57"E
PARCEL NUMBER P31827
LOT SIZE: 11,161.75 SQ FT
24" DIA.
CEDAR24" DIA.
CEDAR
36.5'
5'
20'
38.78'
7.5'1.56'
J AVENUE
2ND STORY SETBACK3" DIA. CEDAR
EXST. HOUSE
820.35 SQ FT
PARCEL NUMBERS P31827 & P57872
2708 AVENUELOT SIZE: 13,475.3 SQ FT
EXST. DECK
111.46 SQ FT
GRAVEL DRIVEWAY
2,187.74 SQ FT
DEMO'D SHED
80 SQ FT
DEMO'D ADDITION
162.67 SQ FT
DEMO'D PATIO
160 SQ FT
N SITE PLAN
SCALE 1" = 10'0 5 10 20
GGG
W W
SS SS
OP OP OP
ST ST ST
OC OC
X X X
W
M
E
G
C
UP UP UP
SITE PLAN LEGEND
WATER
SANITARY SEWER
OVERHEAD POWER
NATURAL GAS
STORM SEWER
OVERHEAD COMM.
ELECTRIC METER
ELECTRIC SERVICE
TELEPHONE & CABLE SERVICE
GAS METER
WATER METER
SILT FENCE
SHEET FLOW DIRECTION
SETBACK LINE
PROPERTY LINE
CONTOUR LINE
UNDER GROUND POWER
ADDITIONA
B
C
D
AVG. ORIG. GRADE. DIAGRAM
SITE PLAN
REVISION TABLE
NUM.
DATE
REV. BY
DESCRIPTION
DRAWINGS PROVIDED BY:
CURRIE DESIGN GROUP, LLC
3916 S AVENUE
ANACORTES, WA 98221
360-941-1789
SHEET:
JED BRICH ADDITION
2708 J AVENUE
ANACORTES, WA 98221
PAYMENT OF USE FEE IS DUE TO
NIMBLE STRUCTURES, LLC PRIOR TO
CONSTRUCTION FOR EACH STRUCTURE
BUILT FROM THESE PLANS. THESE
PLANS ARE COPYRIGHTED IN
ACCORDANCE WITH FEDERAL
STATUTES. REPRODUCTION BY ANY
METHOD OF ALL OR PORTIONS OF
THESE PLANS OR VARIATIONS THEREOF
WITHOUT WRITTEN PERMISSION FROM
NIMBLE STRUCTURES, LLC IS STRICTLY
PROHIBITED. THESE DRAWINGS AND
PLANS SET FORTH ON THIS SHEET AS
INSTRUMENTS OF SERVICE ARE, AND
SHALL REMAIN, THE PROPERTY OF
NIMBLE STRUCTURES, LLC.
DATE:
7/30/2025
SHEET SIZE
ARCHITECTURAL D
C2
LOT COVERAGE CALCULATIONS
LOT AREA 13,475.3 SF
LOT COVERAGE
EXST. RESIDENCE 820.4 SF
PROPOSED ADDITION 385.3 SF
EXST. RESIDENCE DECK 111.5 SF
EXST. GUEST HOUSE 702.2 SF
EXST. SHOP 1,269.3 SF
TOTAL 3,288.7 SF
BUILDING % 24.4 %
MAXIMUM BUILDING % 35.0 %
IMPERVIOUS SURFACES
EXST. RESIDENCE 820.4 SF
PROPOSED ADDITION 385.3 SF
EXST. RESIDENCE DECK 111.5 SF
EXST. GUEST HOUSE 702.2 SF
EXST. SHOP 1,269.3 SF
DRIVEWAYS 2,187.7 SF
TOTAL IMPERVIOUS AREA 5,476.4 SF
TOTAL IMPERVIOUS % 40.6 %
MAXIMUM ALLOWED % 45.0 %
SITE PLAN NOTES
1.SEWER: WILL BE CONNECTED TO THE EXISTING STUB AS
SHOWN.
2.WATER: WILL BE CONNECTED TO THE EXISTING METER AS
SHOWN.
3.POWER: WILL BE CONNECTED TO THE EXISTING METER AS
SHOWN.
4.COMMUNICATION LINES: WILL BE CONNECTED TO THE
EXISTING METER AS SHOWN.
5.STORM: ROOF GUTTER DOWNSPOUTS WILL BE
CONNECTED TO EXISTING TIGHT LINE SYSTEM
6.FOOTING DRAINS: EXISTING FOOTING DRAINS WILL BE
INSPECTED WHERE FEASIBLE
7.DURING CONSTRUCTION, THE RUNOFF WILL BE
CONTROLLED WITH SILT FENCES AND SHALLOW SWALES
TO PROTECT THE ADJACENT DOWNSTREAM PROPERTIES.
8.IF A DOWNSTREAM DRAINAGE SYSTEM IS PRESENT
INSTALL CATCH BASIN INSERTS (DOE BMP) TO CATCH
ADDITIONAL SEDIMENT THAT MAKES IT TO THE STREET.
9.STREETS AND DITCHES WILL BE CLEANED DAILY OF
EROSION RUNOFF, IF ANY.
10.BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE
PLACE TO IDENTIFY THE CONDITION OF THE STREET,
CURB AND GUTTER AND SIDEWALKS. ALL BROKEN AREAS
WILL BE REPLACED TO THE CITY’S APPROVAL PRIOR TO
THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
AVERAGE ORIGINAL GRADE
AVG. ORG.
SIDE ELEV. FT.LGTH. FT. ELEV * LGTH GRADE
A 146.3 24.0 3,511.2
B 146.0 16.0 2,336.0
C 145.8 24.0 3,499.2
D 146.2 16.0 2,339.2
80.0 11,685.6 146.1
SITE PLAN - DEMO
SCALE 1" = 10'0 5 10 20