HomeMy WebLinkAboutPermit File BLD-2024-0425 1204 Hartford AvenueFIXTURES
Qty Mechanical Fixtures
1 No New or Replaced Mechanical Equipment
Qty Plumbing Fixtures
PARCEL: P58510
LEGAL DESCRIPTION:
APPLICANT: Bruseth, Linda
1204 Hartford Ave
Anacortes, WA 98221
5099513320
OWNER: LINDA L BRUSETH SUPPLEMENTAL NEEDS
TRUST
LARRY A BRUSETH SUPPLEMENTAL NEEDS
TRUST
OTIS ORCHARD, WA 99027
VALUATIONS:
Estimated construction cost 43876.80 $43,876.80
$43,876.80Total:
FEES:Paid Due
Plan Review Fee $379.37 $0.00
Storm Water Review Sq Ft $59.84 $0.00
Building Permit Fee $583.65 $0.00
State Building Code Council fee $6.50 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
Initial BMP's
Sewer Line
Storm Drain Connection
Footings
Perimeter Drains
STORMWATER BMPS 1ST MID PROJECT INSPECTION
Shear Wall and Nailing
Framing
STORMWATER BMPS 2ND MID PROJECT INSPECTION
Insulation
Fenestration U-Factors
Drywall or Lath
CONSTRUCTION CONTRACTOR:MCCOOL CONSTRUCTION COMPANY
P O BOX 941
ANACORTES, WA 98221
3607701100
License: MCCOOCC002B5
Expires: 04/01/2026
$1,029.36
BLD-2024-0425 ACCESSORY STRUCTURE/GARAGE
ISSUED:
EXPIRES:
10/10/2024
04/10/2026
PROJECT NAME: BRUSETH GARAGE
SITE ADDRESS: 1204 HARTFORD AV ANACORTES
Page 1 of 2Printed by : Cheri Gleichmann on: 10/11/2024 03:28 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
For inspections, please call (360) 293-1901
Foundation Wall
Underfloor
Underground Plumbing
Underslab
Mechanical Rough-In
Gas Piping
Plumbing Rough-In
Roofing Final
Cross Connection or backflow assembly verified
Permeable Soil Depth
Public Works Final
Building Final
Stormwater Final
Page 2 of 2Printed by : Cheri Gleichmann on: 10/11/2024 03:28 PM
City of Anacortes, WA
ACCESSORY STRUCTURE/GARAGE BLD-2024-0425
PROJECT DATAABBREVIATIONSGENERAL NOTES
SYMBOLS
@Cd
0#
AB
ACA/CALUM
ANODBDBLDG
BLK(G)BNBOT
CBCICJ
CLCLG
CLR
CMUCO
COLCONTCSK
DFDIADN
DS
DWGDWR
D/W
E(E)EA
EJ
ELEVEN
EQ
EQUIPFAU
FBO
FD
FE(C)
FFFGFH
FINFLFLG
FLR
FNFOC
FOF
FOMFOP
FOS
FTGA
GALV
GYPHB
HP
HRHTRHVAC
HW (R)
ATCENTER LINEPENNY
POUND
PERPENDICULARANGLE
ANCHOR BOLTASPHALTIC CONCRETE
AIR CONDITIONING
ALUMINUMANODIZEDBOARD
BUILDINGBLOCK(ING)
BOUNDARY NAILING
BOTTOMCATCH BASIN
CAST IRONCEILING JOISTCLOSET
CEILINGCLEAR
CONCRETE MASONRY UNIT
CLEAN OUTCOLUMN
CONTINUOUS
COUNTERSINKDOUGLAS FIR
DIAMETER
DOWNDOWNSPOUT
DRAWINGDRAWERDISHWASHER
EASTEXISTINGEACH
EXPANSION JOINTELEVATION
EDGE NAIL
EQUALEQUIPMENT
FORCED AIR UNIT
FURNISHED BY OWNER OROTHERS, TO BE INSTALLED BY
CONTRACTORFLOOR DRAIN
FIRE EXITING. (+ CABINET)
FINISHED FLOORFINISHED GRADE
FLAT HEAD
FINISHFLOW LEVEL
FLASHING
FLOORFIELD NAILING
FACE OF CONCRETE
FACE OF FINISHFACE OF MASONRY
FACE OF PLYWOODFACE OF STUD
FOOT OR FEET
GAUGEGALVANIZED
GYPSUM
HOSE BIBBHORSE POWER
HOURHEATERHEATING/VENTILATING/ A/C
HOT WATER (RTRN)
INVLAM
LAVLBLT
MAS
MATLMAXMB
MECH
MEMBMTLMFR
MIN
MISCN
(N)
NO / #NTS
OCOH
OPNG
PLPLAMPLAS
PLYWD
PPRPT
RDRHRM
RORWDS.A.M.U.
SCHEDS
SHTNGSIMSMACNA
SPECSQ
SSTLSTD
STL
TCTOC
TCB
T>P
TOW
TYPUNOVERT
VGDFVTRW
WC
WHWP
WS
WWFW/
WOW/O
POC
TBS
INVERTLAMINATE(D)
LAVATORYLAG BOLTLIGHT
MASONRYMATERIALMAXIMUM
MACHINE BOLTMECHANICALMEMBRANE
METAL
MANUFACTURERMINIMUM
MISCELLANEOUS
NORTHNEWNUMBER
NOT TO SCALEON CENTER
OVAL HEAD OR OVER HEAD
OPENINGPLATE OR PROP. LINE
PLASTIC LAMINATE
PLASTERPLYWOOD
PAINT (NUMBER - SEE SPECS)PAIRPRESSURE-TREATED
ROOF DRAINROUND HEAD
ROOMROUGH OPENINGREDWOOD
SELF-ADHERING MEMBRANEUNDERLAYMENTSCHEDULE(D)
SOUTHSHEATHING
SIMILAR
RE: THE ARCH SHEETMETAL MANUAL
SPECIFICATION
SQUARESTAINLESS STEEL
STANDARD
STEELTOP OF CURB OR
TOP OF CONCRETETOP OF CATCH BASINTONGUE & GROOVE
TOP OF PAVINGTOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISEVERTICAL GRAIN
DOUGLAS FIR
VENT THRU ROOFWEST
WATER CLOSETWATER HEATERWATERPROOF
WOOD SCREW OR WATERSOFTENER
WELDED WIRE FABRIC
WITHWALL OVEN
WITHOUT
POINT OF CONNECTIONTO BE SELECTED
L
CONSTRUCTION TYPE:
LOT #
ZONE:
PROJECT ADDRESS:
OWNER:
P58510
TYPE V-B (IBC)
LINDA L BRUSETH SUPPLMENTAL NEEDS TRUST
R2A
A. GENERAL NOTES
1. INTERPRETATION OF DRAWINGS AND DOCUMENTS: EACH CONTRACTOR /SUB-CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE
PROJECT SITE BEFORE EXECUTING ANY WORK AND SHALL NOTIFY THE OWNER/BUILDER ANDTHE DESIGNER OF ANY DISCREPANCIES BEFORE PROCEEDING. THE DESIGNER SHALL BENOTIFIED OF ANY UNUSUAL OR UNFORESEEN CONDITIONS OR SITUATIONS WHICH MAYAFFECT THE STRUCTURAL INTEGRITY OR SAFETY OF THE PROJECT.
2. ADHERENCE TO PLANS: STRICT ADHERENCE TO THE CONSTRUCTION DOCUMENTS MUST BEMAINTAINED. NO CHANGES SHALL BE MADE IN THE PROJECT WHICH DEVIATE FROM THE
PLANS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE OWNER OR DESIGNER.NO STRUCTURAL CHANGES SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF THE
DESIGNER AND STRUCTURAL ENGINEER.
3. WORKING DRAWING: FIGURED DIMENSIONS AND DETAILED DRAWINGS SHALL BE FOLLOWEDIN PREFERENCE TO SCALE MEASUREMENTS. IN CASE OF ANY DOUBT ON THE PART OF THE
CONTRACTOR AS TO THE EXACT MEANING OF THE DRAWINGS AND THESE SPECIFICATIONS, HESHALL APPLY TO THE DESIGNER OR OWNER FOR AN INTERPRETATION BEFORE PROCEEDINGWITH HIS WORK.
4. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT COPIES OF ALL SHOP DRAWINGS FOR
REVIEW BY DESIGNER AND OWNER/BUILDER PRIOR TO CONTRACTOR'S APPROVAL FORCONSTRUCTION.
5. CONTRACTORS SHALL PROVIDE ALL SHORING AND BRACING REQUIRED AND TO INSURE
SAFETY OF THE PROJECT WORK.
6. WHEREVER IN THESE DRAWINGS ANY MATERIAL OR PROCESS IS INDICATED, IT IS FOR THEPURPOSE OF FACILITATING DESCRIPTION OF THE MATERIAL OR PROCESS DESIRED.CONTRACTORS MAY OFFER ANY MATERIAL OR PROCESS WHICH SHALL BE DEEMEDEQUIVALENT BY THE ENGINEER AND THE DESIGNER TO THAT MATERIAL OR PROCESSINDICATED OR SPECIFIED.
7. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND BOTH WORKMANSHIP
AND MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KINDS. CONTRACTORS SHALL, IFREQUIRED, FURNISH SATISFACTORY EVIDENCE AS THE KIND AND QUALITY OF MATERIALS.
8. IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REVIEW AND TO BE FULLY INFORMEDWITH REGARD TO THE GENERAL CONDITIONS AND CONSTRUCTION DOCUMENTS, INCLUDINGSPECIFICATIONS.
9. NOTES IN DETAILS AND DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES,TYPICAL DETAILS, AND SPECIFICATIONS.
B. PERMITS AND REGULATIONS
1. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED BY LOCALAUTHORITIES BEFORE PROCEEDING WITH HIS RESPECTIVE INSTALLATION AND SHALLARRANGE AND PAY FOR ANY INSPECTIONS AND EXAMINATIONS REQUIRED BY THOSEAUTHORITIES.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE
INTERNATIONAL BUILDING CODE, ALL CBC AMENDMENTS AND ADDITIONS, AND LAWS,ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL BODIES WITH JURISDICTION OVER
THE PROJECT.
3. IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE WITH ANY FEDERAL, STATE ANDLOCAL OR MUNICIPAL LAW, ORDINANCE, RULES OR DEPARTMENTAL REGULATIONS, THECONTRACTOR SHALL NOTIFY THE DESIGNER AND OWNER/BUILDER IN WRITING BEFOREPROCEEDING WITH THAT WORK. IF ANY OF THE CONTRACTOR'S WORK SHALL BE DONECONTRARY THERETO WITHOUT SUCH NOTICE HE SHALL BEAR ALL COST ARISING THEREFROM.
C. PROTECTION OF WORK & PROPERTY
1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VIOLATIONS OF CITY ORDINANCES
AND STATE LAWS INVOLVED IN THE PERFORMANCE OF HIS WORK. HE SHALL PROVIDE, DURINGTHE PROGRESS OF HIS WORK, EVERY AND ALL SAFEGUARDS AND PROTECTION AGAINST
ACCIDENTS, INJURY AND DAMAGE TO PERSONS AND PROPERTY INCLUDING ADJOININGPROPERTY. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND EVERY PARTTHEREOF, AND FOR ALL MATERIALS, TOOLS, APPLIANCES AND PROPERTY OF EVERYDESCRIPTION USED IN CONNECTION THEREWITH.
2. EACH CONTRACTOR / SUB-CONTRACTOR ASSUMES ALL RISKS, HAZARDS AND CONDITIONSIN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT, AND EVEN IF THE
PERFORMANCE OF THE CONTRACT INVOLVES A GREATER EXPENDITURE OF MONEY THAN THECONTRACTOR EXPECTED AT THE TIME OF BIDDING, NO ALLOWANCE WILL BE MADE ON
ACCOUNT THEREOF, AND THE CONTRACTOR SHALL CONTINUE WITH AND COMPLETE THEWORK.
D. SUPERVISION
1. EACH CONTRACTOR SHALL GIVE PERSONAL SUPERVISION TO THE WORK, USING HIS BESTSKILL AND ATTENTION, AND SHALL KEEP A COMPETENT FOREMAN AND NECESSARY
ASSISTANTS CONSTANTLY ON THE SITE. THE FOREMAN SHALL BE THE PERSONAL
REPRESENTATIVE OF THE CONTRACTOR AND ALL DIRECTIONS GIVEN BY HIM SHALL BE AS BINDING ASIF DELIVERED TO THE CONTRACTOR. A FLUENT ENGLISH SPEAKING SUPERVISOR IS TO BE PRESENTAT ALL TIMES.
E. DAMAGES IN THE WORK
1. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ALTER BY ADDING TO OR DEDUCTING
FROM THE WORK COVERED IN THE CONTRACT. ALL SUCH WORK SHALL BE EXECUTED UNDER THECONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT NO EXTRA WORK OR CHANGES SHALL BE
DONE WITHOUT WRITTEN ORDER FROM THE DESIGNER OR OWNER. SUCH ORDERS SHALL COVER THEAGREED PRICE AND TERMS OF EXTRA WORK OF CHANGES, IF WORK IS TO BE OMITTED, THEN PROPERCREDIT FOR SUCH OMITTED WORK SHALL BE GIVEN THE OWNER.
F. CLEANING BUILDING AND PREMISES
1. PRIOR TO THE COMPLETION OF THE WORK, EACH CONTRACTOR / SUB-CONTRACTOR SHALL
THOROUGHLY CLEAN THE SITE WITH RESPECT TO MATERIALS AND WASTE ASSOCIATE WITH THECOMPLETION OF THEIR WORK. EACH CONTRACTOR SHALL DO THEIR BEST TO KEEP A CLEAN AND
SAFE SITE DURING THE PERFORMANCE OF THEIR WORK. EACH CONTRACTOR WILL MAKE EFFORTS TORESPONSIBLY DISPOSE OF WASTE IN THE APPROPRIATE RECYCLE OR WASTE RECEPTICALS.
G. GUARANTEES
1. EXCEPT AS OTHERWISE SPECIFIED, ALL WORK SHALL BE GUARANTEED IN WRITING BY EACHCONTRACTOR AGAINST DEFECTS RESULTING FROM DEFECTIVE MATERIALS, POOR WORKMANSHIP OR
FAULTY EQUIPMENT, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING THE NOTICE OFCOMPLETION AND THE ACCEPTANCE OF THE BUILDING BY THE OWNER. IF WITHIN THE GUARANTEE
PERIOD CORRECTION OF FAULTY MATERIALS OR WORKMANSHIP IS NECESSARY IN THE OPINION OFTHE OWNER, THE CONTRACTOR SHALL PROMPTLY, UPON RECEIPT OF NOTICE FROM THE OWNER AND
WITHOUT EXPENSE TO THE OWNER, CORRECT FAULTY MATERIALS OR WORKMANSHIP.
H. VERIFICATION OF UNDERGROUND UTILITY IMPROVEMENTS
1. EACH SUB-CONTRACTOR SHALL VERIFY WITH THE GENERAL CONTRACTOR THAT EXISTINGUNDERGROUND UTILITY LOCATIONS HAVE BEEN IDENTIFIED AND LOCATED BEFORE COMMENCINGWITH ANY SUB-GRADE WORK.
I. RESERVED
J. COORDINATION
1. EACH SUB-CONTRACTOR IS REQUIRED TO CONDUCT A PRE-CONSTRUCTION MEETING WITH THEGENERAL CONTRACTOR PRIOR TO STARTING WORK. THIS MEETING SHOULD OCCUR NO SOONER
THAN 72 HOURS PRIOR TO STARTING WORK.
2. CONCRETE CONTRACTOR IS TO COORDINATE ALL REQUIRED BLOCK-OUTS, UNDER-SLABPIPING/VENTING OR CONDUIT, AND ANY IN-SLAB ELEMENTS REQUIRED PRIOR TO POURING THE
PERTINENT PORTION OF CONCRETE.
3. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL STEEL WORK, MILLWORK, AND SPECIAL TIMBERCONNECTIONS
K. TOLERANCES
ALL WORK PLACED SHALL BE LEVEL, PLUMB, AND IN PROPER ALIGNMENT. FOR PRIMARYCONSTRUCTION SYSTEMS THE FOLLOWING TOLERANCES SHALL BE MET:
UNLESS NOTED OTHERWISE, DEVIATION FROM PLUMB, LEVEL, & PROPER ALIGNMENT SHALL NOTEXCEED 1/4" IN 10'.
1204 HARTFORD AVEANACORTES, WA 98221
BUILDING DEPARTMENT
CODES
SHEET NUMBER)
SHEET NUMBER)
SHEET NUMBER)
SHEET NUMBER)
WALL TYPE KEY
D
C
A
BA#.#
-
1
A#.#
1
A#.#
1
A#.#
1
A#.#
INTERIOR ELEVATION
SECTION REFERENCE
(DRAWING NUMBER,
ELEVATION REFERENCE(DRAWING NUMBER,
DETAIL REFERENCES(DRAWING NUMBER,
(DRAWING NUMBER,
KEYNOTE
REVISION
0"
0"
1
0
M0
P0
1
EXT-00
000
ROOM NAME
REFERENCE, EQUIPMENT
ROOM NAME / NUMBER
EXISTING GRADE MARKER
REFERENCE, MECH. EQUIP.
REFERENCE, PLUMBING FIXT.
MATERIAL NOTE
NEW GRADE MARKER
A
PROJECT DESCRIPTION
A NEW DETACHED ACCESSORY GARAGE (2-CAR), CONNECTION TO ELECTRICAL, ENTRYAPRON OFF ALLEY.
ALL NEW WORK SHALL COMPLY WITH:--2021 INTERNATIONAL RESIDENTIAL CODE (IRC)--2021 INTERNATIONAL MECHANICAL CODE (IMC)
--2021 INTERNATIONAL FIRE CODE (IFC)--2020 ANACORTES UNIFIED DEVELOPMENT CODE
CITY OF ANACORTES PLANNING & DEVELOPMENT
FIRE DEPARTMENT
INSPECTION SUMMARY
PER CITY OF ANACORTES BUILDING AND PLANNING DEPARTMENT & WA STATE L&I(ELECTRICAL), NO SPECIAL INSPECTIONS REQUIRED
1204 HARTFORD AVE
ANACORTES, WA 98221
DETACHED GARAGE1204 HARTFORD AVE
ANACORTES, WA
FRONT YARD
REAR YARD
SIDE YARD (INTERIOR)
PROVIDED
20FT FOR DETACHED ADU (ROOF PITCH OF LESS THAN 6:12)
SET BACKS
HEIGHT LIMIT
REQUIRED
20'-0"60'-0"
0'-0" (OFF ALLEYWAY)10'-0"
CITY OF ANACORTES
5'-0" MIN.5'-0"
000 DOOR & WINDOW #
TITLE SHEET
T001
DRAWING INDEX
XISSUE
REVISIONORIGINAL
ISSUE
SHEET
NUMBER
FROM SET
REMOVED
SHEET TITLE
XX"STEP SYMBOL (STEP IN FINISHED
BUILDING
CEILING)
PROJECT DATA (CONT.)
PERMITSUBMITTAL
PROJECTSITE
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DESCRIPTIONDATE
COPYRIGHTSPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofSPIEGEL AIHARA WORKSHOP (SAW) and werecreated and developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofSAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,
ANACORTES, WA 98221
APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE:
T001 TITLE SHEET
ARCHITECTURAL:
A100 SITE PLAN W/ STORMWATER REQUIREMENTS
A200 BUILDING ELEVATIONS
2 COVERED PROPOSED (IN GARAGE)
PARKING
STORMWATER REQUIREMENTS
PER CITY OF ANACORTES FIGURE I 2.4.2 FLOW CHART: PROJECT SCOPE
INCLUDES LESS THAN 2,000 SQFT OF NEW IMPERVIOUS AREA, INCLUDINGHARDSCAPE; AND INCLUDES LESS THAN 7,000 SQFT OF TOTAL LANDDISTURBING ACTIVITY----------------------- MINIMUM REQUIREMENT #2 APPLIES
STRUCTURAL:
S100 FOUNDATION & FRAMING PLANS
A101 CONSTRUCTION PLANS
A300 CONSTRUCTION SECTION
T002 RECORDED SURVEY & CITY COMMUNICATION
STREET PARKING AVAILABLE ON HARTFORD AVE, SEE SITE PLAN
LOT SIZE:75FT X 100FT = 7,500 SQFT (0.17 AC)
BUILDING LOT COVERAGE
EXISTING BUILDING LOT COVERAGE 1,230 SQFT (16.4%)
PROPOSED BUILDING LOT COVERAGE 660 SQFT (8.8%)
TOTAL W/ PROPOSED = 1,890 SQFT (25.2%)
HARD SURFACE AREA
EXISTING HARD SURFACE (NON-POLLUTING)1,690 SQFT
NEW HARD SURFACE (NON-POLLUTING)800 SQFT
TOTAL EXISTING HARD SURFACE AREA= 1,985 SQFT (26.5%)
POLLUTING EXISTING HARD SURFACE (PARKING AREA)295 SQFT
POLLUTING PROPOSED HARD SURFACE (GARAGE ENTRY)215 SQFT
TOTAL PROPOSED HARD SURFACE AREA= 1,015 SQFT (13.5%)
TOTAL ALL HARD SURFACE AREA= 3,000 SQFT (40.0%)
PROPOSED USE:ACCESSORY TO SINGLE FAMILY RESIDENTIAL
OCCUPANCY:STORAGE ACCESSORY TO SFR
BUILDING AREA AND HEIGHT
EXISTING SINGLE FAMILY HOME
BUILDING AREA (GROSS)1,620 SQFT
1,890 SQFTTOTAL BUILDING AREA (GROSS) =
26'-6"BUILDING HEIGHT
PROPOSED DETACHED GARAGE (ACCESSORY STRUCTURE)
BUILDING AREA (GROSS)660 SQFT
16'- 6" FROM AVG GRADEBUILDING HEIGHT
SIDE YARD (SECONDARY STREET)10'-0" MIN.48'-0"
2 UNCOVERED EXISTING
FINISHED BASEMENT (GROSS)630 SQFT
S200 SUPPLEMENTAL STRUCTURAL CALCS
ALLOWABLE = 35.0%
20'- 0"ALLOWABLE HEIGHT (ROOF PITCH > OR = 6:12)
LANDSCAPE AREA
RETAINED EXISTING LANDSCAPE AREA 3,750 SQFT (50%)
REQUIRED MIN. LANDSCAPE AREA 20%
VICINITY MAP
CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT#___________________________
ADDRESS___________________________
SIGNATURE DATE
PLANNING APPROVED_____________________________
BUILDING APPROVED______________________________
ENGINEERING ACCEPTED__________________________
STORMWATER ACCEPTED__________________________
Stamp not valid unless signed
AE
Lot coverage max
percentage is 40% for
zone R2A.
LL
The height limit for accessory
structures with a roof pitch of
6:12 or greater is 20 ft.
AMC 19.47.020 (B)(1)(a)(i).
Just for your
reference, this is a
proposed accessory
structure not an ADU.
BLD-2024-0425
1204 Hartford Ave
10/10/24
CORRESPONDENCEAND CITYRECORDED SURVEY
T002
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COPYRIGHTSPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofSPIEGEL AIHARA WORKSHOP (SAW) and werecreated and developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofSAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,
ANACORTES, WA 98221
APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE:
20
'
-
0
"
20
'
-
0
"
(E) HOUSE
10'-0"5'-0"
OAKES AVENUE (SPUR HWY 20)
ALLEY
HA
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F
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D
A
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NEIGHBORING
PARCEL
FRONT SETBACK
SI
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(
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N
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S
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)
SI
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S
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B
A
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REAR SETBACK
22'-0"
10
'
-
0
"
10
'
-
0
"
(E) CONC. DRIVE
(E) DECK
6'-0"
30
'
-
0
"
F.G = +0' 2"
F.F. = 0' 0"
F.G. = -0' 1/2"
F.G. = -0' 1"
PROPOSED DETACHED
GARAGE
PR
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L
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2
0
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1
6
'
5
5
"
E
1
0
0
.
0
F
T
(E)
S
L
O
P
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7
%
REPLACE (E) CONC. WALK IN
SHIFTED LOCATION
NEW GATE
GRAVEL GARAGE ENTRY
4" WIDE TRAFFIC RATED LINEARDRAIN TO SW PIPE AT WEST END
4FT X 20FT 6" THICK CONC. APRON
4" PVC STORM WATER PIPINGCONNECT (4) DOWNSPOUTS ANDAPRON LINEAR DRAIN AND ROUTE
TO VEGETATED RUNOUT
(E) LAWN
(E) GARDEN
GENERAL SITE PLAN NOTES:1) REFER TO SKAGIT COUNTY AUDITOR FILE #202011060132 FOR RECORDED SURVEY DOCUMENTING PROPERTY LINES AND
MARKED CORNERS ALONG WESTERN EDGE.2) REFER TO INCLUDED EMAIL COMMUNICATIONS WITH CITY OF ANACORTES PLANNING AND PUBLIC WORKS DEPARTMENTSFOR CLARIFICATION AND APPROVAL OF CORNER LOT SETBACK ORIENTATION
PROPERTY LINE N 69*43'05" 74.98FT
PR
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2
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*
1
6
'
5
5
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E
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SUBJECT PARCEL
APN 58510
PROPERTY LINE N 69*43'05" 74.98FT
F.G. =-1' 3 1/2"
48'-0"
60
'
-
0
"
(E) LAWN
(E) LANDSCAPE
(E) CONC. WALKWAY
DAYLIGHT STORM WATER LINE
WITH SPLASH BLOCK AND ROCKRUN OUT. 50FT OF VEGETATED
RUNOFF PROVIDED ALONG
NATURAL SLOPE
10
'
-
0
"
56'
-
8
"
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DESCRIPTIONDATE
COPYRIGHT
SPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofSPIEGEL AIHARA WORKSHOP (SAW) and werecreated and developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofSAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST
1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,ANACORTES, WA 98221APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE:
1 PROPOSED SITE PLAN
SCALE: 1/8"=1'-0"
A100
SITE PLAN
NTR
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21'-10"
29
'
-
1
0
"
A
B
21
1'-2", TYP. OVERHANG
SLOPESLOPE
SL
O
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SL
O
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6 TYP.
21'-10"
29
'
-
1
0
"
STORAGE RACKS
8FT X 18FT OVERHEAD GARAGE DOOR
101
GARAGE (UNCONDITIONED)
4FT X 7FT
DOOR
TYPICAL EXTERIOR WALL ASSEMBLY ///FIBER CEMENT LAP SIDING TO VISUALLY MATCH EXISTING HOUSE OVER/
BUILDING WRAP OVER/1/2" OSB WALL SHEATHING OVER/
2X6 WOOD FRAMING @ 16" O.C. W/ R-19 KRAFT FACED BATT INSUL. INFILL OVER/5/8" CDX PLYWOOD INTERIOR WALL FINISH
HARD-TROWELED CONC. SLAB FINISHED FLOOR
10'-11"10'-11"
CL
A
B
21
NOTE: PROPOSED DETACHED GARAGE
IS UNCONDITIONED, UNINHABITED
SPACE AND EXEMPT FROM ENERGY
CODE REQUIREMENTS.
NOTE: PROPOSED DETACHED GARAGE
IS UNCONDITIONED, UNINHABITED
SPACE AND EXEMPT FROM ENERGYCODE REQUIREMENTS.
DN
4
2
22
2
7
CONSTRUCTION GENERAL NOTES
1. PRIOR TO ORDERING AND THE INSTALLATION OF ALL FIXTURES,
FITTINGS, AND EQUIPMENT, GENERAL CONTRACTOR SHALL
REFER TO MANUFACTURER SPECIFICATIONS FOR SPECIFIC ITEMREQUIREMENTS AND CONFIGURATIONS (TYP)
2. INFORM ARCHITECT OF ANY DISCREPANCIES IN PLANS OR UPONFIELD VERIFICATION (TYP)
3. MILLWORK SHOWN IS FOR REFERENCE ONLY. SEE MILLWORKDRAWINGS FOR CONFIGURATIONS AND DIMENSIONS
4. PROTECT ALL DOORS, WINDOWS, EQUIPMENT, AND FINISHEDSURFACES AT ALL TIMES
5. DIMENSIONS ARE SHOWN TO FRAMING OF WALL, TYP - UNO(CLR = DIMS TO FINISH)
6. ALL HOSE BIBS (HB) TO BE FROST FREE TYPE
7. METAL GUTTERS, EXPOSED DOWNSPOUTS, AND FLASHING ARE
TO BE MIN. 26GA
8. ALL DOWNSPOUT LEADERS, ROOF DRAIN PIPES, AND AREA
DRAINS SHALL BE PIPED AND DISCHARGE IN ACCORDANCE W/THE CITY OF WA STORMWATER CODE DEPENDANT ON SPECIFIC
SITE REQUIREMENTS.
9. ALL WATER LINES IN UNHEATED AREAS SHALL BE INSULATED
10. INSULATION SHALL BE INSTALLED BEHIND ALL PARTITIONS ANDIN CORNERS, FITTED AROUND WIRING AND PIPES, AND
INSTALLED BEHIND BATHTUBS AND SHOWERS.
11. ALL OPENINGS AROUND INTERIOR PLUMBING PIPES IN EXTERIOR
WALLS SHALL BE SEALED.
12. ALL PLUMBING FIXTURES SHALL CONFORM TO THE FOLLOWING
FLOW RATES PER UPC :
- LAVATORY FAUCETS: 1.2 GPM AT 60 PSI- KITCHEN FAUCETS: 1.8 GPM AT 60 PSI
- SHOWERHEADS: 1.8 GPM AT 80 PSI- WC: 1.28 GALLONS OF WATER/FLUSH
13. ALL SAFETY TEMPERED OR LAMINATED GLAZING SHALLCONFORM TO SRC R308 AND BE AFFIXED W/ A PERMANENTLABEL PER IRC R308
14. ALL STAIRS/STEPS SHALL HAVE MINIMUM 10.5" TREADS &MAXIMUM 7.75" RISER
15. ENTRY STEPS SHALL HAVE SUFFICIENT GRADE BUILT UPAROUND THEM SO THE MAXIMUM STAIR RISER HEIGHT SHOULD
NOT EXCEED 7.75".
16. INSTALL PTD FINISHED GWB AT ALL ENCLOSED USEABLE SPACE
UNDER STAIRS, IF APPLICABLE 1
2
3
4
KEY NOTES
LEGEND
7
EXISTING WALL
WOOD FRAMED WALL
MILLWORK (DASHED
LINE INDICATEDOVERHEAD CABINETS)
NOTE:REFER TO WALL TYPES, WALL
DETAILS & FINISH SCHEDULE FOR
COMPLETE WALL BUILD UP
5
6
4" GUTTER MATCH (E) HOUSE
GUTTER COLOR
3" METAL DOWNSPOUT
MATCH GUTTER COLOR
EXTERIOR LIGHT
CAST-IN-PLACE CONCRETE
STEP 11" TREAD, MAX. (2)
7.75" RISE
ALL (E) FRAMING AND
FINISHES TO REMAIN AT 1STFLOOR
ATTIC ROOF VENT SEESHEET A300 FOR
SPECIFICATIONS
4" TRAFFIC RATED LINEAR
DRAIN, ROUTE TO STORM
WATER DRAINAGE PER SITEPLAN
IS
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DESCRIPTIONDATE
COPYRIGHT
SPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofSPIEGEL AIHARA WORKSHOP (SAW) and werecreated and developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofSAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST
1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,ANACORTES, WA 98221APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE:
1 GROUND FLOOR CONSTRUCTION PLAN
SCALE: 1/4"=1'-0"A101
CONSTRUCTION
PLANS
2 ROOF PLAN
SCALE: 1/4"=1'-0"
NN
2
B PR
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(A
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A
1
2
1
EX-01
EX-02
EX-03
+/-15'-6"T.O. ROOF
0'-0"T.O. FINISHED SLAB
9'-6"T.O. TOP PLATE
6
12
6
12
10'-0"
6
A
EX-01
EX-02
EX-03
6
12
BPR
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6
12
1'-0"
6'
-
8
"
+/-15'-6"T.O. ROOF
0'-0"T.O. FINISHED SLAB
9'-6"T.O. TOP PLATE
2
1
3
4
5
6
2
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6'
-
8
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8'-0" X 18'-0"OVERHEAD GARAGE DOOR
+/-15'-6"T.O. ROOF
0'-0"T.O. FINISHED SLAB
9'-6"T.O. TOP PLATE
20FT HEIGHT LIMIT LINE
5'-0"
(E) FENCE
6
12
6
12
6'-0"
3
1
3
6
EX-03
EX-01
12 PR
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+/-15'-6"T.O. ROOF
0'-0"T.O. FINISHED SLAB
9'-6"T.O. TOP PLATE
20FT HEIGHT LIMIT LINE
5'-0"
(E) FENCE
6
12
6
12
6'-0"
1
NEW GATE
6
EX-02
EX-01
EX-03
-1'-8"FIN. GRADE AT N FACADE
NEW CONC. SLOPING WALK(REPLACES EXISTING CONC.
WALK)
1
2
3
4
KEY NOTES
LEGEND
7
EXISTING :ALL
:OOD FRA0ED :ALL
0ILL:OR. DASHED
LINE INDICATED
O9ERHEAD CABINETS
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EXTERIOR LIGHT
CAST-IN-PLACE CONCRETE
STEP 11" TREAD 0AX. 2
7.75" RISE
ALL E FRA0ING AND
FINISHES TO RE0AIN AT 1STFLOOR
ATTIC ROOF 9ENT SEESHEET A300 FOR
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4" TRAFFIC RATED LINEAR
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DESCRIPTIONDATE
COP<RIGHT
SPIEGEL AIHARA :OR.SHOP INC 2024
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ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST
1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
.
BR8SETH DETACHED GARAGE
1204 HARTFORD A9E
ANACORTES :A 98221APN P58510
06/04/24 ISS8ED FOR PER0IT
SEAL SIGNAT8RE
1 WEST ELEVATION
SCALE: 1/4"=1'-0"A201
EXTERIOR
ELEVATIONS
2 NORTH ELEVATION
SCALE: 1/4"=1'-0"
3 EAST ELEVATION
SCALE: 1/4"=1'-0"4 SOUTH ELEVATION
SCALE: 1/4"=1'-0"
EXTERIOR 0ATERIALS INDEX
---ITE0 CSI 0FG./0ODEL NO. DI0ENSIONS FINISH RE0AR.S
EX-01
EX-02
COLOR
TBD B< O:NER
NOTES
FIBER CE0ENT
CAST-IN-PLACECONCRETE 8NFINISHED
PAINTED
EX-03 ASPHALT CO0POSITE 0ATCH E HO8SE NA
-A0ES HARDIE -
-NAT8RAL
0ATCH E HO8SE SPACINGLAP SIDING
SHINGLE ROOFING
A B
6
12
6
12
10'-0"
OVERHEAD GARAGE DOOR
TRACK AND MOTOR
/-15'-6"ԀT.O. ROOF
0'-0"T.O. FINISHED SLAB
9'-6"T.O. TOP PLATE
PR
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PROVIDE (4) FAMCO JV038 OR EQ. ALT. 38 SQ
IN. NET FREE AREA ATTIC RIDGE VENTS IN
UPPER ROOF (LOCATIONS SHOWN IN ELEV).
FLOOR ASSEMBLY ///
HARD-TROWELED & SEALED 6" CONC. SLAB W/ #4 BARS @ 24"O.C. & FIBER MESH REINFORCEMENT OVER/
R10 RIGID XPS SLAB INSULATION (25PSI RATED) OVER/
10 MIL VAPOR BARRIER OVER/
COMPACTED GRAVEL FILL / BASE
INORGANIC, NATIVE GRADE BASE
ROOF ASSEMBLY ///
ASPHALT COMPOSITE SHINGLE ROOFING (MATCH EXISTING HOUSE) OVER/
SELF-ADHERED WATERPROOF MEMBRANE UNDERLAYMENT OVER/
5/8" PLYWOOD ROOF SHEATHING OVER/
WOOD TRUSSES PER TRUSS MANUF'R W/ R49 ATTIC INSUL. INFILL OVER/
5/8" CDX PLYWOOD CEILING FINISH
HEADER PER FRAMING
PLAN
(2) #4 BARS AT THICKENED EDGE
BOTTOM, 3" MIN. CLEAR OF BOT., TYP.
#4 VERT. HOOKS AT 24" O.C., TYP.
#4 HORIZ. AT MAX. 18" O.C., TYP.
#4 HORIZ. TOP BAR, TYP.
R10 SLAB INSUL. AT INSIDE SLAB EDGE FACE, TYP.
LINE OF PROPOSED GRADE (EAST SIDE)
LINE OF (E) GRADE (EAST SIDE)
PROVIDE XX NET FREE SQ IN. OF SOFFIT VENTING
EVENLY DISTRIBUTED ALONG PERIMETER OF
BUILDING W/ VENTED BLOCKING BETWEEN TRUSSES
WHERE APPLICABLE
HIP ROOF TRUSSES PER
TRUSS MANUF'R
ATTIC VENT CALCULATION ///
ATTIC AREA = 660 SQFT
REQ'D TOTAL NET FREE VENT AREA (1/300) = 317 SQ IN. (MIN)
380 SQ IN. TOTAL VENTING PROVIDED THRU:
228 SQ IN. HIGH VENTING (60%)
152 SQ IN. LOW (EAVE) VENTING (40%)
IS
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DESCRIPTIONDATE
COPYRIGHT
SPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofSPIEGEL AIHARA WORKSHOP (SAW) and werecreated and developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofSAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST
1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,ANACORTES, WA 98221APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE:
1 BUILDING CROSS SECTION
SCALE: 1/2"=1'-0"A300
CONSTRUCTIONSECTION
21'-10"
29
'
-
1
0
"
A
B
21
6" SLAB ON GRADE W/ FIBERMESHREINFORCEMENT AND #4 BARS 24" O.C.EA. WAY, HARD TROWEL SMOOTH, ANDSEAL WITH CURE-AND SEAL.
2
2
6" SLAB ON GRADE APRON W/
FIBERMESH REINFORCEMENT AND #4BARS 24" O.C. EA. WAY, HARD TROWELSMOOTH, AND SEAL WITH CURE-ANDSEAL.
4'
-
0
"
20'-0"
3
3
3 3 3 3
21'-10"
29
'
-
1
0
"
A
B
21
USE FULL DETAILING OF PORTAL FRAME DETAIL ALONG
SOUTH FACADE / GARAGE DOOR OPENING, SEE DETAIL 01/S102
HEM FIR #1 4X12 HEADER
HF
#
2
4
X
8
HE
A
D
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1
C1
=
4
'
-
0
"
1
C2
=
2
1
'
-
1
0
"
A1 = 2'-0"A2 = 2'-0"
1
B1
=
2
9
'
-
1
0
"
1
D1 = 21'-10"
GENERAL WALL FRAMING NOTES:1) ALL FACTORED BRACED WALLSLABELED MEET THE MINIMUM WIDTHREQUIRED BY FACTORS SHOWN IN IRC
TABLE 602.10.5 UNLESS NOTED.
2) ALL EXTERIOR WALLS SHALL BE
SHEATHED, NAILED, FASTENED AND
ANCHORED TO MATCH SHEAR WALLTYPE 1 U.N.O.
2) ALL WALL STUDS SHALL BE NO 2GRADE OR BETTER.
3) RUN WALL SHEATHING PANELS W/ 4'STAGGERED ALIGNMENT. PROVIDE 2X6BLOCKING BACKING AT ALL
HORIZONTAL SHEATHING EDGES
21'-10"
29
'
-
1
0
"
A
B
21
5/8" APA PLYWOOD ROOF SHEATHING
OVER HIP ROOF TRUSSES @ 24" O.C. PER
ROOF TRUSS MANUF'R (DEFERRED
SUBMITTAL)
1'-2", TYP. OVERHANG
2X BLOCKING AT RIDGE AND WALLPERIMETER, TYP.
N
2 SHEAR WALL FRAMING PLAN
SCALE 1/4" = 1'-0"PLANSFRAMING & FOUNDATION
S100
IS
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DESCRIPTIONDATE
COPYRIGHTSPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or represented
by these drawings are owned by and are property of
SPIEGEL AIHARA WORKSHOP (SAW) and were
created and developed as instruments of service in
connection with the specified project. None of such
ideas, designs, or plans shall be used for any
purpose whatsoever without the written permission of
SAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST1204 HARTFORD AVE
ANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,ANACORTES, WA 98221APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE:
N
3 ROOF FRAMING PLAN
SCALE 1/4" = 1'-0"
N
1 FOUNDATION / SLAB PLAN
SCALE 1/4" = 1'-0"
STRUCTURAL KEYNOTES
1
2
3
-
TYP. THICKENED SLAB FOOTING:
1'-0" WIDE W/ 2-#4 BARS TOP ANDBOTTOM. SEE SECTION DETAILS.
SAW CUT CONTROL JOINT IN SLAB,7/8" DEEP
FOUNDATION GENERAL NOTES
1. Concrete shall have a minimum specified compressive strength of 3,000 psi at 28 days. The maximum weight
of fly ash, other pozzolans, silica fume, slag or blended cements that is included in concrete mixtures for garage
floor slabs and for exterior porches, carport slabs and steps that will be exposed to deicing chemicals shall not
exceed the percentages of the total weight of cementitious materials specified in Section 19.3.3.4 of ACI 318.Materials used to produce concrete and testing thereof shall comply with the applicable standards listed in Chapters19 and 20 of ACI 318 or ACI 332. Concrete shall be air-entrained. Total air content (percent by volume of concrete)shall be not less than 5 percent or more than 7 percent. *For garage floors with a steel-troweled finish, reduction ofthe total air content (percent by volume of concrete) to not less than 3 percent is permitted if the specifiedcompressive strength of the concrete is increased to not less than 4,000 psi.
2. Where a construction joint is created between a footing and a stem wall, a minimum of one vertical No. 4 bar
must be provided at not more than 4 feet on center. The vertical bar must extend to 3 inches clear of the bottom of
the footing, have a standard hook and extend a minimum of 14 inches into the stem wall. Skagit County policy
requires that these vertical bars be placed in the forms prior to the footing inspection and that concrete be cast with
bars in place. Rebar with hooks may not be wet-set under Skagit County policy.
3. Foundation plates must be bolted to foundation with not less than 1/2" steel bolts embedded 7" minimum intoconcrete and spaced not more than 4' apart. There must be at least two bolts per piece with one bolt locatedbetween 3 ½" and 12" from each end of each piece.
4 PORTAL FRAME OPENING FRM"G DETAIL
SCALE 1/4" = 1'-0"
MARK
SHEARWALL SCHEDULE
SHEATHING NOTES
7/16" CD-X OR OSB OR
5/8" T1-11 (1) FACE
SHEARWALL NOTES:
1. ALL EXTERIOR WALLS TO BE TYPE 1 U.N.O.
2. BLOCK ALL PANEL EDGES3. PROVIDE 3X SILL PLATE
4. OFFSET PANEL EDGES5. PROVIDE 1/2" A.B. @ 48" O.C. W/ 1/4" X 3" X 3" PLATE WASHERS6. PROVIDE 1/2" A.B. @ 24" O.C. W/ 1/4" X 3" X 3" PLATE WASHERS
7. PROVIDE 1/2" A.B. @ 24" O.C. W/ 1/4" X 3" X 3" PLATE WASHERS8. STUDS SHALL BE SPACED NOT MORE THAN 16" O.C.
NAILING TOP PL
CONNECTION
8D@ 6" O.C. PNL EDGES
8D@ 12"O.C. FIELD
BOTTOM PL
CONNECTION
(2) 16D@12" O.C.1,2,5,9LPT5@16" O.C. TO RAKE
BOARD & BLOCKINGBETWEEN RAFTERS1
CALCULATIONSSTRUCTURAL
S200
IS
S
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DESCRIPTIONDATE
COPYRIGHTSPIEGEL AIHARA WORKSHOP INC, 2024
All ideas, designs, and plans indicated or representedby these drawings are owned by and are property ofSPIEGEL AIHARA WORKSHOP (SAW) and werecreated and developed as instruments of service inconnection with the specified project. None of suchideas, designs, or plans shall be used for anypurpose whatsoever without the written permission ofSAW.
ARCHITECT
DUSTIN STEPHENS, RA LIC. # 11451805 722-9083DSTEPHENS@S-A-WORKS.COM
OWNER
BRUSETH SUPPLEMENTAL NEEDS TRUST1204 HARTFORD AVEANACORTES, WA 98221LLBRUSETH@GMAIL.COM
c
BRUSETH DETACHED GARAGE
1204 HARTFORD AVE,ANACORTES, WA 98221APN P58510
06/04/24 ISSUED FOR PERMIT
SEAL & SIGNATURE: