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This Is A Standard List Of Abbreviations Used By This Office. Items
<br />Listed May
<br />Or May
<br />Not Be Used On This Set Of Drawings.
<br />AA.b.
<br />Anchor Bolts
<br />�±
<br />G
<br />Ga.
<br />Gauge
<br />S
<br />SC
<br />Ac.
<br />Acoustical
<br />Galy.
<br />Galvanized
<br />Sect.
<br />Add.
<br />Addition
<br />Gludam
<br />Glue Laminated
<br />SF
<br />Adj.
<br />Adjustable / Adjacent
<br />GLB
<br />Glue Lam Beam
<br />Shtg.
<br />A.f.f.
<br />Above Finished Floor
<br />Gr.
<br />Grade
<br />Sim.
<br />Alt.
<br />Alternate
<br />GWB
<br />Gypsum Wallboard
<br />Spec.
<br />Sq.
<br />BBld.
<br />Building
<br />H
<br />HB
<br />Hose Bib
<br />SS
<br />Blk
<br />Block
<br />HC
<br />Hollow Core
<br />Std.
<br />B.O.
<br />By Owner
<br />Horiz.
<br />Horizontal
<br />Stl.
<br />Btm.
<br />Bottom
<br />Hr.
<br />Hour
<br />Stor.
<br />B.U.C.
<br />Built Up Column
<br />Hdr.
<br />Header
<br />SS
<br />BWP
<br />Braced Wall Panel
<br />Susp.
<br />Insul.
<br />Insulation
<br />CCab.
<br />Cabinet
<br />I
<br />Int.
<br />Interior
<br />T
<br />T.
<br />Cdr.
<br />Cedar
<br />TOF
<br />C.j.
<br />Control Joint
<br />J
<br />A
<br />Joint
<br />TOC
<br />Clkg.
<br />Caulking
<br />Jst.
<br />Joist
<br />T&G
<br />C.L.
<br />Centerline
<br />Thk.
<br />CMU
<br />Concrete Masonry Unit
<br />K
<br />Kit.
<br />Kitchen
<br />TOS
<br />Col.
<br />Column
<br />L
<br />TOW
<br />Conc.
<br />Concrete
<br />Lay.
<br />Lavatory
<br />Tv
<br />Constr.
<br />Construction
<br />Typ.
<br />Cont.
<br />Continuous
<br />M
<br />Mat.
<br />Material
<br />U
<br />Max.
<br />Maximum
<br />UNO
<br />DD.
<br />Dryer
<br />M.b.
<br />Machine Bolt
<br />Dbl.
<br />Double
<br />Mech.
<br />Mechanical
<br />V
<br />Var.
<br />Df
<br />Douglas Fir
<br />Memb.
<br />Membrane
<br />VCT
<br />Dn.
<br />Down
<br />Min.
<br />Minimum
<br />Vert.
<br />DS
<br />Downspout
<br />Mir.
<br />Mirror
<br />Vest.
<br />Dtl.
<br />Detail
<br />Mtl.
<br />Metal
<br />DW
<br />Dishwasher Washer
<br />w
<br />W.
<br />N
<br />(n)
<br />New
<br />YY
<br />E
<br />Ea.
<br />Each
<br />NIC
<br />Not In Contract
<br />WC
<br />EL
<br />Elevation
<br />NTS
<br />Not To Scale
<br />WD
<br />Elec.
<br />Electrical
<br />W/O
<br />Elev.
<br />Elevator
<br />OC
<br />On Center
<br />WP
<br />EQ
<br />Equal
<br />0
<br />OFCI
<br />Owner Furnish /
<br />WWF
<br />Equip.
<br />Equipment
<br />Contractor Installed
<br />(e)
<br />Existing
<br />Opng.
<br />Opening
<br />Exist.
<br />Existing
<br />Ext.
<br />Exterior
<br />P
<br />P-lam
<br />Plastic Laminate
<br />Ply
<br />Plywood
<br />F
<br />FD
<br />Floor Drain
<br />PR
<br />Pair
<br />Fin.
<br />Finish
<br />PT
<br />Pressure Treated
<br />F.f.
<br />Finished Floor
<br />FS
<br />Finished Slab
<br />R
<br />R.
<br />Riser
<br />FLR
<br />Floor
<br />Rad., R
<br />Radius
<br />Fnd.
<br />Foundation
<br />RA
<br />Roof Drain
<br />F.o.c.
<br />Face Of Concrete
<br />Ref.
<br />Reference
<br />F.o.s.
<br />Face Of Studs
<br />Reqd.
<br />Required
<br />Ft.
<br />Foot Or Feet
<br />Rm.
<br />Room
<br />Fur.
<br />Furring
<br />RO
<br />Rough Opening
<br />F.e.
<br />Fire Extinguisher
<br />PIUJMA olM
<br />Vicinity Ma.
<br />3 1It = 1'-011
<br />Solid Core
<br />Section
<br />Square Feet
<br />Sheathing
<br />Similar
<br />Specification
<br />Square
<br />Stainless Steel
<br />Standard
<br />Steel
<br />Storage
<br />Storm Sewer
<br />Suspended
<br />Tread
<br />Top of Footing
<br />Top Of Curb
<br />Tongue & Groove
<br />Thick
<br />Top Of Slab
<br />Top Of Wall
<br />Television
<br />Typical
<br />Unless Noted Otherwise
<br />Varies
<br />Vinyl Composition Tile
<br />Vertical
<br />Vestibule
<br />Washer
<br />With
<br />Water Closet
<br />Wood
<br />Without
<br />Water Proof
<br />Welded Wire Fabric
<br />Yelle Family Residence
<br />BUILDING CODE
<br />Zoning Category: R2A - Residential Low Density
<br />Permitted uses: Detached single family dwelling units
<br />Lot Size (minimum in zone): 6,000 sf
<br />Setbacks:
<br />Street Setback: 20 feet (exempt)
<br />Interior Side Street Setback: 10 feet
<br />Interior Side Setback: 5 feet
<br />Interior Side Setback Upper Floors: 7.5 feet
<br />Rear Setback: 20
<br />Lot Coverage (maximum allowed): 40%
<br />Allowable Height: 35 feet
<br />Required Amount of Landscape Area: 20 percent
<br />CODES
<br />1. Residential
<br />2018 IRC
<br />2. Mechanical
<br />20181MC
<br />3. Plumbing:
<br />2018 UPC
<br />4. Energy Code:
<br />2018 WSEC
<br />PROJECT DESCRIPTION
<br />1. New Construction of a Single Family Residence
<br />GENERAL NOTES
<br />COVENANTS, CODES, RESTRICTIONS
<br />The CC & R code below pertains to Auditor No.
<br />200411090072 for "Washington Park Estates - Lots 1-36"
<br />• Size -Minimum Square Feet:
<br />1. Single -Level Home: 1,800 sq. ft.
<br />2. Two -Level Home: 2,200 sq. ft.
<br />• Roofing: Shall be Composition, Presidential Shingles or
<br />better and approved by the ACC.
<br />• Height Restrictions: 35 feet from grade.
<br />• HVAC: Equipment cannot be on roof or wall. All
<br />exterior equipment must be concealed.
<br />• Fences can only be placed behind the front building
<br />line. All fences to be approved by ACC. Chain link
<br />only allowed for dog runs and must be reviewed and
<br />approved by ACC.
<br />• Driveways: Shall be concrete or brick with a finish
<br />approved by the ACC.
<br />• Garage: The garage door must be 90 degrees to the
<br />street.
<br />• Construction: Construction must be completed within
<br />(9) months from the start of constructions. Extensions
<br />allowed by ACC review and approval.
<br />• Landscape: Landscape work must be completed within
<br />(6) months of general construction completion.
<br />• Construction must commence within 24 months of
<br />approval of plans by ACC.
<br />• Garbage: to be screened from view.
<br />1. These notes are general in nature and are intended to set the
<br />minimum standards for construction. Any conditions, if discovered,
<br />which are not clear or are different than required by code or site
<br />conditions shall be brought to the attention of the architect immediately.
<br />The contractor shall verify all dimensions and conditions on all sheet
<br />drawings and in the field, and notify the architect of any discrepancies
<br />before proceeding.
<br />2. Specific notes and details shall take precedence over general notes
<br />and typical details.
<br />3. Dimensions shall supersede scale, and are measured from edge of
<br />stud.
<br />4. All work shall conform to the latest approved editions of the
<br />standards listed in "codes" above.
<br />5. Errors, omissions, and discrepancies, if any, shall be referred to the
<br />Architect immediately for direction of how to proceed.
<br />6. Verify all rough -in dimensions for equipment plans provided by
<br />others (design/build sub -contractors). Provide block -outs, blocking,
<br />backing and jacks required for ducts, pipes, conduits, equipment,
<br />fixtures, and cabinets. Verify size and locations.
<br />7. Verify location of all existing utilities including but not limited to
<br />sewer, septic, water, gas, power, and telephone/data. Cap, mark, and
<br />protect.
<br />Project Info.
<br />i:� 1 /4" = 1'-0"
<br />t
<br />2018 ENERGY CODE NOTES
<br />This building is governed by the 2018 WSEC, Prescriptive Energy
<br />Code, for Single Family and Duplex Housing.
<br />Medium Dwelling Unit Energy Credit Requirements:
<br />Energy Credit Requirements: 6.0 points
<br />Energy Credits Proposed: 6.0 points
<br />Table 406.2 Fuel Normalization Credits:1.0 Energy Credits
<br />For an initial system using a heat pump that meets federal
<br />standards for the equipment listed in Table C403.3.2.1(1)C or
<br />C403.3.2(2) or Air to water heat pump units that are configured to
<br />provide both heating and cooling and are rated in accordance
<br />with AHRI 550/590
<br />Table 406.3 (1.2) Efficient Building Envelope Options: 1.0 Energy Credits
<br />Prescriptive compliance is based on Table R402.1.1 with the following
<br />modifications:
<br />Vertical Fenestration U = 0.20.
<br />Table 406.3 (2.1) Air Leakage Control and Efficient
<br />Ventilation Options: 0.5 Energy Credits
<br />Compliance base on R402.4.1.2:
<br />Reduce the air leakage to 3.0 air changes per hour maximum at 50 pascals.
<br />Table 406.3 (3.1, 3.2, 3.4, 3.5 or 3.6) High Efficiency
<br />HVAC Equipment:1.5 Energy Credits
<br />Air -source, centrally ducted heat pump with minimum HSPF of 11.0
<br />Table 406.3 (5.4) Water Heating System:1.5 Energy Credits
<br />Electric heat pump water heater meeting the standards of
<br />Tier I of NEEA's advanced water heating specification.
<br />Table 406.3 (7) Appliance Package: 0.5 Energy Credits
<br />All of the following appliances shall be new and installed in the dwelling unit
<br />and shall meet the following standards:
<br />Dishwasher - Energy Star rated
<br />Refrigerator - Energy Star rated
<br />Washing Machine - Energy Star rated
<br />Dryer - Energy Star rated, ventless dryer with a minimum CEF rating of 5.2
<br />8. Details are inteded to show the intent of the design. Minor modification may
<br />be required to suit the field dimensions or conditions and such modifications shall
<br />be included as part of the work of the contract.
<br />9. Separate permits are required for Plumbing, Mechanical, Electrical, Fire
<br />Sprinkler, Fire Alarm systems, and Signage (if applicable).
<br />10. All exposed exterior sheet metal shall be galvanized, primed, and painted.
<br />11. All wood in contact with concrete shall be pressure treated. Pressure treated
<br />wood shall be used for wood members which form the structural support of
<br />balconies, decks, or porches, etc. when such members are exposed to the
<br />weather.
<br />12. Slope all decks, patios, and walkways aware from the building a minimum of
<br />1 /8" per foot for positive drainage away from the structure.
<br />13. Provide expansion control joints in all concrete slabs as required to control
<br />cracking, saw cut all slabs as required.
<br />14. Provide fire blocking, draftstops, and firestops in attics, floors, and wall
<br />cavities as required per the IRC.
<br />15. Roof drains and overflow drains shall comply with the IPC & IRC and wall
<br />cavities as required per the IRC.
<br />PROJECT DIRECTORY
<br />Owner: Peter & Liana Yelle
<br />550 Front St. Unit 1703
<br />San Diego, CA 92101
<br />Architect: Underwood & Associates, LLC
<br />1005 4th Street
<br />Anacortes, WA 98221
<br />360-588-0471
<br />Contractor: Kreider Construction, Inc.
<br />1010 22nd Street
<br />Anacortes, WA 98221
<br />Greg Kreider
<br />360-707-5588
<br />BUILDING INFORMATION
<br />CITY OF ANACORTES
<br />PLANNING AND BUILDING DEPT:
<br />APPROVED PLANS
<br />REVIEWED FOR CODE COMPLIANCE
<br />PERMIT #: BLD-2021-0767
<br />ADDRESS: 2617 WASHINGTON BLVD
<br />APPROVED BY:
<br />SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT
<br />BE ALTERED WITHOUT AUTHOR[ ON.
<br />Site Address: 2617 Washington Boulevard
<br />Anacortes, WA 98221
<br />Parcel Number: 117635
<br />Legal Description: (0.4465 ac) LOTS 9 AND 10, PLAT OF
<br />WASHINGTON PARK ESTATES, RECORDED UNDER AF#
<br />200011290068, RECORDS OF SKAGIT COUNTY,
<br />WASHINGTON. SURVEY BLA-2020-0009 AF#202103170132
<br />Building Areas:
<br />Main Living Area:
<br />2,468 sf
<br />Upper Living Area:
<br />1,127 sf
<br />Garage Area:
<br />912 sf
<br />Deck Area:
<br />96 sf
<br />Patio Area:
<br />967 sf
<br />Driveway:
<br />1,585 sf
<br />Site Area:
<br />19,451 sf
<br />Lot Coverage by Building:
<br />4,162 sf footprint 119,451 sf site = 21.4%
<br />Impervious Area Lot Coverage (with driveway): 5,747 sf / 19,451 sf
<br />= 29.5%
<br />Landscape Area: 13,704 sq. ft. 19,451 sq. ft. = 70.1 %
<br />16. Drawings indicate general and typical details of construction. Where
<br />conditions are not specifically indicated but are of similar condition or character to
<br />details shown, similar details of construction shall be used subject to review by
<br />the Architect.
<br />17. Contractor shall be responsible for all safety precautions and the means,
<br />methods, techniques, sequences or procedures required to perform the work in a
<br />safe manner.
<br />18. Contractor shall retain one set of plans to note and document all changes
<br />during construction as well as a log of changes including summary of why there is
<br />a change. These documents shall be a part of the Contractor's close-out
<br />package to the Owner. The close-out package shall include shop drawings,
<br />product literature, equipment manuals and warranty information, and all other
<br />supporting documents associated with the facility.
<br />19. Contractor shall provide solid blocking for nailing all interior and exterior
<br />trims, finishes, fixtures, and finishes. The Contractor shall provide all necessary
<br />framing and bracing for the installation of Owner furnished items such as signage,
<br />art, etc.
<br />20. Where existing or completed work is damaged, cut, or defaced due to
<br />performance of new work, the Contractor shall patch and repair same to match
<br />adjacent surfaces. Repaired finishes shall be extended to the nearest visual
<br />break lines such as corners, ceilings, top of base or similar.
<br />\�
<br />UNDERWOOD
<br />& ASSOCIATES, LLC
<br />1005 4th Street
<br />anacortes, washington 98221
<br />360.588.0471
<br />mike underwood, AIA
<br />mike@underwoodarchitecture.com
<br />Architectural Sheet List
<br />Sheet
<br />Number Sheet Name
<br />AO.0
<br />TITLE SHEET & PROJECT INFORMATION
<br />A1.1
<br />SITE & LANDSCAPE PLAN, & DETAILS
<br />A1.2
<br />TESC PLAN, NOTES, & DETAILS
<br />LANDSCAPE PLAN
<br />FOUNDATION PLAN
<br />FOUNDATION DETAILS
<br />A1.3
<br />A2.1
<br />A2.2
<br />A2.3
<br />FIRST FLOOR FRAMING PLAN
<br />A3.1
<br />FIRST FLOOR PLAN
<br />A3.2
<br />A3.3
<br />SECOND FLOOR PLAN, DOOR & WINDOW SCHEDULES
<br />FIRST FLOOR LATERAL PLAN, DETAILS & CALCULATIONS
<br />A3.4
<br />SECOND FLOOR LATERAL PLAN & CALCULATIONS
<br />A4.1
<br />SECOND FLOOR FRAMING PLAN
<br />A4.2
<br />LOWER ROOF FRAMING PLAN
<br />A4.3
<br />UPPER ROOF FRAMING PLAN
<br />A5.1
<br />BUILDING SECTIONS
<br />A5.2
<br />WALL SECTIONS
<br />A6.1
<br />FIRST FLOOR INTERIOR ELEVATIONS
<br />A6.2
<br />FIRST FLOOR INTERIOR ELEVATIONS
<br />A6.3
<br />SECOND FLOOR INTERIOR ELEVATIONS
<br />A6.4 BUILDING ELEVATIONS
<br />A6.5 BUILDING ELEVATIONS
<br />SP1 GENERAL NOTES
<br />Grand total: 22
<br />21. The Contractor shall consult plans of all trades, including design/build
<br />documents to verify size, weight, power, location, and other requirements for
<br />those items to be installed prior to commencement of work.
<br />22. Building Envelope:
<br />A. Slab Insulation shall conform to the specifications and, if exposed, shall be
<br />permanently protected against damage from all sources.
<br />B. All insulation shall meet the minimum thickness and density as prescribed
<br />in the plans. Insulation shall be installed accordint to the manufacturer's
<br />recommendations.
<br />C. Doors and glazing shall meet or be less than U-Values shown in the plan.
<br />D. Air leakage is controlled by sealing or caulking all joints and gaps in framing
<br />and building components. Sealants shall be of the non -hardening type.
<br />E. Wall, Ceiling, and Slab insulation shall be as called out on the approved
<br />plans and shall conform to the energy code standards regarding densities
<br />and R-Values. An appropriate moisture barrier shall be continuous and
<br />sealed.
<br />9878 Registered
<br />ARCHITECT
<br />VSta
<br />ichael G. Underwood
<br />te of Washington
<br />expires 9-22-21
<br />Permit Set
<br />Project name:
<br />YELLE FAMILY
<br />RESIDENCE
<br />Project: Yelle - 2020
<br />Issue Date: 05/21 /2021
<br />Revisions
<br />No. Date Description
<br />TITLE SHEET &
<br />PROJECT
<br />INFORMATION
<br />AOOO
<br />12/9/2021 12:01:57 PM
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